B24-09 Bid Schedule 11.1.24.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 Bid Schedule for the North Landfill Cell 1 Construction project, prepared by the Larimer County Board of Commissioners in Colorado. The project involves constructing a new 20-acre municipal solid waste landfill cell (Cell 1) with an engineered liner system, requiring comprehensive site preparation including clearing, grubbing, and extensive earthwork. The bid schedule details 30 line items covering mobilization, earthwork, geosynthetics, leachate collection system components, access and restoration, stormwater management, and miscellaneous elements. The bid is to be electronically submitted via the Rocky Mountain E-Purchasing System (Bidnet, Bidnet Direct) portal, with specific unit pricing required for each of the approximately 30 project components.
The bid schedule includes a total bid price of $400,000, with a $400,000 force account allocation. The project involves significant quantities of earthwork, including 792,000 cubic yards of excavation, 735,000 cubic yards of structural fill, and 952,500 square feet of geosynthetic clay liner and HDPE geomembrane installation. Additional key components include leachate collection systems, stormwater conveyance systems, and site restoration elements. The bid requires detailed unit pricing for each project phase, with contractors expected to provide firm unit prices that may adjust based on actual quantities. The project specifications reference multiple technical sections and require comprehensive construction quality control across various engineering and environmental domains.
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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 | ||
| 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 | 2700 | LF | $ - 0 | ||
| 11 | Termination Berm | 31 23 00 | 1,300 | 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 | 04 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 | Perimeter Road Gravel Surface (8") | Sheet C600 | 2,300 | CY | $ - 0 | ||
| 25 | Perimeter Road Woven Geotextile | 31 32 19 | 90,200 | 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 | |||
| 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"&14BID SCHEDULE |
| B24-09 | &"Arial,Regular"&11Page: &P of &N |
Date: 11/1/2024 Revision Date: __________
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