rfb_12829_bid_schedule.xlsx
XLSX spreadsheet 28 KB Posted
- Solicitation number
- BPM012829
- Issued by
- California
About this file
This is a bid schedule for a construction project at Los Peñasquitos Canyon Preserve in California. The project encompasses the development of an outdoor classroom and related site improvements, with work organized across multiple construction categories including general provisions, stormwater compliance, demolition, earthwork, drainage, walls and fencing, paving, irrigation, planting, electrical, site furnishings, and miscellaneous items. The base bid includes 66 line items with quantities specified in various units including lump sum (LS), square feet (SF), cubic yards (CY), linear feet (LF), and each (EA). Notable quantities include clearing and grubbing of 26,900 SF, unclassified excavation of 300 CY, concrete paving and pads totaling 17 CY, planting of 10 box trees and 101 shrubs across 9,959 SF, hydroseeding of 9,726 SF, and installation of various drainage and retaining wall components. The bid schedule also includes an additive alternate for a shade structure with four post and footing types and custom shade structure sails for both the outdoor amphitheater and outdoor classroom areas.
All line items in the base bid and additive alternate sections are presented with zero pricing, indicating this is a blank bid schedule template for contractors to complete with their proposed unit prices and total amounts. The document requires bidders to enter their firm name and calculate the total base bid amount as well as the additive alternate total. The final section requests a combined total for the base bid plus additive alternate one, allowing the awarding authority to evaluate both the core project costs and optional enhancements.
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Text version
Bid Schedule Part 2A
| BASE BID | ||||||
| ITEM NO. | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | AMOUNT | |
| GENERAL PROVISIONS | ||||||
| 1 | Mobilization / Demobilization | 1.00 | LS | - 0 | ||
| 2 | Pre-construction Site Survey and | |||||
| Construction Staking | 1.00 | LS | - 0 | |||
| 3 | Post-construction Survey and Record | |||||
| Drawings | 1.00 | LS | - 0 | |||
| 4 | Site Specific Safety Plan | 1.00 | LS | - 0 | ||
| 5 | Pest Control | 1.00 | LS | - 0 | ||
| 6 | Site Supervisor | 1.00 | LS | - 0 | ||
| 7 | Survey Monument Preservation and Restoration | 1.00 | LS | - 0 | ||
| 8 | Temporary Construction Fencing, | |||||
| Signage, and Staging | 1.00 | LS | - 0 | |||
| 9 | Class “B” Field Office | 1.00 | LS | - 0 | ||
| 10 | Third-Party Special Inspections | 9.00 | LS | - 0 | ||
| 11 | Compaction Report | 1.00 | LS | - 0 | ||
| 12 | Constructiuon Waste/Recycling | 1.00 | LS | - 0 | ||
| 13 | Existing Tree Protection | 1.00 | LS | - 0 | ||
| Sub-Total | - 0 | |||||
| Stormwater Compliance | ||||||
| 14 | Preparation of Water Pollution Control | |||||
| Plan (WPCP) | 1.00 | LS | - 0 | |||
| 15 | Implementation, Maintenance, and |
Inspection ofWater Pollution Control Plan(Sand/Gravel Bags, Silt Fence,
| Etc.) | 1.00 | LS | - 0 | ||
| Sub-Total | - 0 | ||||
| Demolition | |||||
| 16 | Protect-in-place existing elements per | ||||
| plans | 1.00 | LS | - 0 | ||
| 17 | Salvage & Relocation of Existing | ||||
| Planter, Signs, and Post | 1.00 | LS | - 0 | ||
| 18 | Adjust Existing Electrical Pullbox to | ||||
| New Grade | 4.00 | EA | - 0 | ||
| 19 | Clearing and Grubbing | 26,900.00 | SF | - 0 | |
| 20 | Existing Tree Removal | 2.00 | EA | - 0 | |
| 21 | Existing Tree Stump Removal | 1.00 | EA | - 0 | |
| Sub-Total | - 0 | ||||
| Earthwork | |||||
| 22 | Unclassified Excavation | 300.00 | CY | - 0 | |
| 23 | Export, Import, Fill, Reuse, & | ||||
| Stockpiling | 15.00 | CY | - 0 | ||
| 24 | Rough Grading | 1.00 | LS | - 0 | |
| 25 | Fine and Finish Grading | 26,900.00 | SF | - 0 | |
| Sub-Total | - 0 | ||||
| Drainage | |||||
| 26 | 6" Area Drain | 4.00 | EA | - 0 | |
| 27 | 4" PVC Perforated Pipe | 202.00 | LF | - 0 | |
| 28 | 6" PVC Pipe | 158.00 | LF | ||
| 29 | PVC Cleanout | 1.00 | EA | ||
| 30 | Rip Rap Energy Dissipator - Rock | ||||
| Class No.3 (12”-36”)Backing | 10.00 | CY | - 0 | ||
| 31 | Earthen Swale | 1.00 | LS | - 0 | |
| Sub-Total | - 0 | ||||
| Walls & Fencing | |||||
| 32 | Gravity Retaining Wall - Type C | ||||
| (Height Varies) | 47.00 | CY | - 0 | ||
| 33 | Wood Seatingand CMU Retaining Wall | ||||
| (2'-2" Ht.) | 193.00 | LF | - 0 | ||
| 34 | CMU Retaining wall with CIP Concrete | ||||
| Cap (2'-2" Ht.) | 11.00 | LF | - 0 | ||
| 35 | CMU Pilaster with CIP Concrete Cap | 3.00 | EA | - 0 | |
| 36 | Entry Gateway | 1.00 | LS | - 0 | |
| 37 | Galvanized Steel Cable Pedestrian | ||||
| Guardrail | 147.00 | LF | - 0 | ||
| Sub-Total | - 0 | ||||
| Paving | |||||
| 38 | 4" Concrete Paving at Amphitheatre | 8.00 | CY | - 0 | |
| 39 | 6" Concrete Pad at ADA Parking | 9.00 | CY | - 0 | |
| 40 | Truncated Domes | 15.00 | SF | - 0 | |
| 41 | Steel Edging at DG Edge | 1,131.00 | LF | - 0 | |
| 42 | 4” Thick Stabilized Decomposed | ||||
| Granite | 130.00 | CY | - 0 | ||
| 43 | Concrete Steps | 444.00 | SF | - 0 | |
| 44 | Galvanized Pipe Handrail | 66.00 | LF | - 0 | |
| 45 | 12" Wide Concrete Header | 116.00 | LF | - 0 | |
| 46 | Aggregate base | 1.10 | CY | - 0 | |
| Sub-Total | - 0 | ||||
| Irrigation | |||||
| 47 | Irrigation SystemInstallation | 1.00 | LS | - 0 | |
| 48 | Third-Party Irrigation Audit | 1.00 | LS | - 0 | |
| Sub-Total | - 0 | ||||
| Planting | |||||
| 49 | Soil Amendment | 9,959.00 | SF | - 0 | |
| 50 | 24"-Box Tree | 10.00 | EA | - 0 | |
| 51 | 5-Gal Shrub | 101.00 | EA | - 0 | |
| 52 | 3" Deep Wood Mulch in Shrub Areas | 28.00 | CY | - 0 | |
| 53 | Hydroseeding Native California Grass | ||||
| and Wildflower Mix | 9,726.00 | SF | - 0 | ||
| 54 | 90-Calendar Day Maintenance and | ||||
| Plant Establishment Period | 9,959.00 | SF | - 0 | ||
| Sub-Total | - 0 | ||||
| Electrical | |||||
| 55 | Trenching/Conduit Feeder from | ||||
| Existing Panel to New Pedestal ‘D’ | 135.00 | LF | - 0 | ||
| 56 | Trenching/Conduit Feeder to Devices | 100.00 | LF | - 0 | |
| 57 | New Electrical Pedestal | 1.00 | LS | - 0 | |
| 58 | Electrical Outlet Receptacle in Cole | ||||
| Box | 2.00 | EA | - 0 | ||
| 59 | Circuit Breakers & Connections at New | ||||
| Panel | 1.00 | EA | - 0 | ||
| 60 | rrigation Controller Connections to | ||||
| Existing Panel C | 1.00 | LS | - 0 | ||
| Sub-Total | - 0 | ||||
| Site Furnishings | |||||
| 61 | Trash Receptacles | ||||
| (Landfill & Recyclable) | 2.00 | EA | - 0 | ||
| 62 | Classroom Table (Standard) | 5.00 | EA | - 0 | |
| 63 | Classroom Table (ADA Configuration) | 1.00 | EA | - 0 | |
| Sub-Total | - 0 | ||||
| Miscellaneuous | |||||
| 64 | Plant I.D. Signage installation | ||||
| (DPR to provide Signage) | 16.00 | EA | - 0 | ||
| 65 | ADA Parking Signage and Striping | ||||
| Paint | 1.00 | LS | - 0 | ||
| 66 | Concrete Wheel Stop | 1.00 | EA | - 0 | |
| Sub-Total | - 0 | ||||
| Name of Bidder _______________________________________ | Base Bid Total | $ - 0 |
| BID ADDITIVE ALTERNATE #1 | ||||||
| Shade Structure | ||||||
| ITEM NO. | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | AMOUNT | |
| 67 | Shade Structure Post & Footing Type A | 4.00 | EA | - 0 | ||
| 68 | Shade Structure Post & Footing Type B | 4.00 | EA | - 0 | ||
| 69 | Shade Structure Post & Footing Type C | 4.00 | EA | - 0 | ||
| 70 | Custom Shade Structure Sails at Outdoor | |||||
| Amphitheater (54'x44’') - 2 Sails | 1.00 | LS | ||||
| 71 | Custom Shade Structure Sails at Outdoor | |||||
| Classroom (48'x66') (62’x44’’) 2 Sails | 1.00 | LS | - 0 | |||
| Name of Bidder _______________________________________ | Additive Alternate 1 Bid Total | $ - 0 |
Name of Bidder _______________________________________ BASE BID + ADDITIVE ALTERNATE 1 BID TOTAL $ - 0
File details come from the government source that posted it. Updated .