10-BID SCHEDULE WORKSHEET - Country Club Tank.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- IFB - COUNTRY CLUB WATER TANK
- Solicitation number
- 26-276
- Issued by
- Washington County, Utah
About this file
This is a Bid Schedule Worksheet for the City of St. George, Utah, related to an Invitation for Bid (IFB) to construct a 2.5 million gallon concrete water tank with associated site preparation and water infrastructure improvements. The project encompasses 31 line items covering erosion control, mobilization, demolition, excavation, concrete work, piping installation, valve placement, and electrical systems. Key quantities include 1.75 acres of clearing and grubbing, 27,000 cubic yards of tank rock excavation and site grading, 805 linear feet of chain link fence, 405 linear feet each of 14-inch and 16-inch C-900 PVC waterline, 590 linear feet of 18-inch C-900 PVC drain pipe, 480 linear feet of 4-inch HDPE foundation drain, and 800 linear feet of 2-inch PVC conduit. The project includes construction of a 72-inch straight wall manhole, a 15.5-foot by 13.5-foot cast-in-place concrete vault, and installation of various valves and meters. Lump sum items include erosion control, mobilization, the 2.5 million gallon concrete tank, site electrical work, and the 10-inch electronically actuated valve and meter.
Bidders are required to submit a bid bond equal to 5% of their total bid amount, issued by a surety company licensed in Utah and acceptable to the City of St. George. A 100% performance bond covering both labor and materials is required upon award. The bid schedule establishes the unit of measurement and basis of payment for each line item, with measurement units including lump sum, hourly rates, each, acres, cubic yards, and linear feet. The City of St. George reserves the right to reject any or all submissions or waive any formality or technicality in the proposal evaluation process. No specific bid due date, award date, or contract term is identified in this worksheet; these details would appear in separate bid documents or the formal IFB notice.
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Bid Schedule
| BID SCHEDULE | |||||
| Item | Item Description | Unit | Estimated | Bid Unit | Bid Price |
| No. | Quantity | Price | |||
| 1-1 | Erosion Control | L.S. | 1 | ||
| 1-2 | Mobilization | L.S. | 1 | ||
| 1-3 | Exploratory Excavation | Hourly | 20 | ||
| 1-4 | Selective Demolition | Hourly | 40 | ||
| 1-5 | Water Tank Removal | Each | 1 | ||
| 1-6 | Concrete Headwall | Each | 1 | ||
| 1-7 | 15.5' x 13.5' Cast-in-Place Concrete Vault | Each | 1 | ||
| 1-8 | Clearing and Grubbing (Plan Quantity) | Acre | 1.75 | ||
| 1-9 | Tank Rock Excavation & Site Grading (Plan Quantity) | C.Y. | 27000 | ||
| 1-10 | Roadway Excavation | C.Y. | 185 | ||
| 1-11 | Untreated Base Course | C.Y. | 300 | ||
| 1-12 | Chain Link Fence | L.F. | 805 | ||
| 1-13 | Double Chain Link Gate | L.F. | 65 | ||
| 1-14 | 72" Straight Wall Manhole with Slotted Grate | Each | 1 | ||
| 1-15 | 14" C-900 PVC Waterline | L.F. | 405 | ||
| 1-16 | 16" C-900 PVC Waterline | L.F. | 405 | ||
| 1-17 | 10" Electronically Actuated Valve and Meter | Each | 1 | ||
| 1-18 | 8" C-900 PVC Drain Pipe | L.F. | 52 | ||
| 1-19 | 18" C-900 PVC Drain Pipe | L.F. | 590 | ||
| 1-20 | 8" Gate Valve | Each | 1 | ||
| 1-21 | 10" Gate Valve | Each | 1 | ||
| 1-22 | 14" Butterfly Valve | Each | 1 | ||
| 1-23 | 16" Butterfly Valve | Each | 1 | ||
| 1-24 | Connection to existing 14" AC Pipe | Each | 2 | ||
| 1-25 | Connection to Existing Storm Drain Box | Each | 1 | ||
| 1-26 | 2" Air/Vac Combination Valve | Each | 2 | ||
| 1-27 | 2.5 Million Gallon Concrete Tank | L.S. | 1 | ||
| 1-28 | 4" Single Wall HDPE Foundation Drain | L.F. | 480 | ||
| 1-29 | 4" HDPE Drain Pipe | L.F. | 60 | ||
| 1-30 | 2" PVC Conduit | L.F. | 800 | ||
| 1-31 | Site Electrical | L.S. | 1 |
Meas. & Pay
| TABLE 1 MEASUREMENT AND PAYMENT | |||
| ITEM NO. | DESCRIPTION | SECTION | |
| 1-1 | Erosion Control: | 01 50 00 | |
| Basis of Measurement: | None – lump sum. | ||
| Basis of Payment: | Includes installation, removal and materials for temporary erosion and sediment control devices required in accordance with Section 01 50 00. | ||
| 1-2 | Mobilization: | 01 71 13 | |
| Basis of Measurement: | None – lump sum. | ||
| Basis of Payment: | Includes mobilization to and from Project Site, field office, temporary utilities, temporary facilities, traffic control, removal, restoration of site, cleanup, and incidental work. Payments will be made in accordance with table included in Section 01 71 13. | ||
| 1-3 | Exploratory Excavation: | 02 32 19 | |
| Basis of Measurement: | Hourly | ||
| Basis of Payment: | Includes excavation, backfill, compaction, locating existing utilities by typical excavating methods, and incidental work. | ||
| 1-4 | Selective Demolition: | 02 41 19 | |
| Basis of Measurement: | Hourly | ||
| Basis of Payment: | Includes cutting, selective demolition indicated, loading, removal from Site, dust control and incidental work. | ||
| 1-5 | Water Tank Removal: | 02 65 00 | |
| Basis of Measurement: | By each tank. | ||
| Basis of Payment: | Includes excavation, tank and appurtenances removal, backfill, and surface restoration. | ||
| 1-6 | Concrete Headwall: | 03 30 00 | |
| Basis of Measurement: | By each unit. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, forming, reinforcing steel, embedded items, concrete, placement and consolidation, finishing, curing, backfill, compaction, and incidental work. Includes items within pay lines shown on Drawings. | ||
| 1-7 | 15.5' x 13.5' Cast-in-Place Concrete Vault: | 03 30 00 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, forming, reinforcing steel, embedded items, concrete, placement and consolidation, finishing, curing, backfill, compaction, and incidental work. Includes items within pay lines shown on Drawings. | ||
| 1-8 | Clearing and Grubbing (Plan Quantity): | 31 11 00 | |
| Basis of Measurement: | By acre. Will be plan quantity indicated on Bid Schedule. | ||
| Basis of Payment: | Includes clearing and grubbing site, loading and removing waste materials from site, and incidental work. | ||
| 1-9 | Tank Rock Excavation & Site Grading (Plan Quantity): | 31 23 16 | |
| Basis of Measurement: | By cubic yard. Will be plan quantity indicated on Bid Schedule. | ||
| Basis of Payment: | Includes excavation, over-excavation and rock excavation as defined in this Section, use of specialized attachments to excavation equipment, dewatering, stockpiling, scarifying subgrade for fills, filling, watering, grading, finishing, compacting, subgrade preparation, disposal of unsuitable and excess materials, spreading topsoil, and incidental work. | ||
| 1-10 | Roadway Excavation: | 31 23 16 | |
| Basis of Measurement: | By cubic yard. | ||
| Basis of Payment: | Includes excavating existing topsoil and soil to required elevations, over-excavation, rock excavation, dewatering, stockpiling, scarifying subgrade for fills, filling, watering, grading, finishing, compacting, subgrade preparation, disposal of unsuitable and excess materials, spreading topsoil, and incidental work. | ||
| 1-11 | Untreated Base Course: | 32 11 23 | |
| Basis of Measurement: | By cubic yard, neat line in place. | ||
| Basis of Payment: | Includes untreated base course material, hauling, placement, grading, watering, compaction, and incidental work. | ||
| 1-12 | Chain Link Fence: | 32 31 13 | |
| Basis of Measurement: | By linear foot for height indicated. Gate openings will not be measured. | ||
| Basis of Payment: | Includes excavation, posts, concrete footings, rails, tension wire, fabric, ties, and accessories. | ||
| 1-13 | Double Chain Link Gate: | 32 31 13 | |
| Basis of Measurement: | By linear foot for each type indicated. | ||
| Basis of Payment: | Includes excavation, posts, concrete footings, rails, tension wire, fabric, ties, and accessories. | ||
| 1-14 | 72" Straight Wall Manhole with Slotted Grate: | 33 05 61 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, bedding, precast concrete manhole sections, gaskets or mastic, steps, grade rings, frame and cover, rubber boot couplers, pipe inlets and outlets, connections to pipes, backfill, compaction, and accessories. | ||
| 1-15 | 14" C-900 PVC Waterline: | 33 14 12 | |
| Basis of Measurement: | By linear foot for each size and type indicated. Pipe included in lump sum items will not be measured. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, pipe, fittings, thrust restraint devices, tracer wire, bedding, backfill, compaction, cleaning, disinfection, pressure testing, bacteriological testing, trench compaction, abandonment of existing lines where applicable, and incidental work. | ||
| 1-16 | 16" C-900 PVC Waterline: | 33 14 12 | |
| Basis of Measurement: | By linear foot for each size and type indicated. Pipe included in lump sum items will not be measured. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, pipe, fittings, thrust restraint devices, tracer wire, bedding, backfill, compaction, cleaning, disinfection, pressure testing, bacteriological testing, trench compaction, abandonment of existing lines where applicable, and incidental work. | ||
| 1-17 | 10" Electronically Actuated Valve and Meter: | 33 14 12 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes, valve, fittings, installation, cleaning, and incidental work. | ||
| 1-18 | 8" C-900 PVC Drain Pipe: | 33 14 12 | |
| Basis of Measurement: | By linear foot for each size and type indicated. Pipe included in lump sum items will not be measured. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, pipe, fittings, thrust restraint devices, tracer wire, bedding, backfill, compaction, cleaning, disinfection, pressure testing, bacteriological testing, trench compaction, abandonment of existing lines where applicable, and incidental work. | ||
| 1-19 | 18" C-900 PVC Drain Pipe: | 33 14 12 | |
| Basis of Measurement: | By linear foot for each size and type indicated. Pipe included in lump sum items will not be measured. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, pipe, fittings, thrust restraint devices, tracer wire, bedding, backfill, compaction, cleaning, disinfection, pressure testing, bacteriological testing, trench compaction, abandonment of existing lines where applicable, and incidental work. | ||
| 1-20 | 8" Gate Valve: | 33 14 12 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes excavation, gate valve, fittings, valve box, collar, installation, cleaning, bedding, backfill, compaction, and incidental work. | ||
| 1-21 | 10" Gate Valve: | 33 14 12 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes excavation, gate valve, fittings, valve box, collar, installation, cleaning, bedding, backfill, compaction, and incidental work. | ||
| 1-22 | 14" Butterfly Valve: | 33 14 12 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes excavation, valve, fittings, valve box, collar, installation, cleaning, bedding, backfill, compaction, and incidental work. | ||
| 1-23 | 16" Butterfly Valve: | 33 14 12 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes excavation, valve, fittings, valve box, collar, installation, cleaning, bedding, backfill, compaction, and incidental work. | ||
| 1-24 | Connection to existing 14" AC Pipe: | 33 14 12 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, fittings, thrust restraint devices, tracer wire, bedding, backfill, compaction, cleaning, disinfection, pressure testing, bacteriological testing, trench compaction, abandonment of existing lines where applicable, and incidental work. | ||
| 1-25 | Connection to Existing Storm Drain Box: | 33 14 12 | |
| Basis of Measurement: | By each unit for size and type indicated. | ||
| Basis of Payment: | Includes excavation, fittings, tracer wire, bedding, backfill, compaction, cleaning, trench compaction, coring existing box, grouting, abandonment of existing lines where applicable, and incidental work. | ||
| 1-26 | 2" Air/Vac Combination Valve: | 33 14 19.19 | |
| Basis of Measurement: | By each unit for each size and type indicated. | ||
| Basis of Payment: | Includes air valve, tapping main line, connecting pipe, ball valve, fittings, and incidental work. Includes items shown on Drawings. | ||
| 1-27 | 2.5 Million Gallon Concrete Tank: | 33 16 62 | |
| Basis of Measurement: | None – lump sum. | ||
| Basis of Payment: | Includes base, flowable fill, concrete, reinforcing steel, structural fill, form work, concrete finishing and curing, water stop, metal piping, overflow piping, fittings, connections, penetrations, vents, ladder, access hatch, sleeve and enclosure, repairs, disinfection, backfill, compaction, impervious barrier, and incidental work. Includes items within pay line 5' outside tank footprint. | ||
| 1-28 | 4" Single Wall HDPE Foundation Drain : | 33 40 03 | |
| Basis of Measurement: | By linear foot for each size and type indicated. Pipe included in lump sum items will not be measured. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, pipe, fittings, fusing where applicable, bedding, backfill, compaction , trench compaction, geotextile, drain rock, and incidental work. | ||
| 1-29 | 4" HDPE Drain Pipe: | 33 40 03 | |
| Basis of Measurement: | By linear foot for each size and type indicated. Pipe included in lump sum items will not be measured. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, pipe, fittings, fusing where applicable, bedding, backfill, compaction, trench compaction, and incidental work. | ||
| 1-30 | 2" PVC Conduit: | 26 00 00 | |
| Basis of Measurement: | By linear foot for each size indicated. | ||
| Basis of Payment: | Includes excavation, over-excavation, rock excavation, conduit, fittings, accessories, bedding, backfill, compaction, and incidental work. | ||
| 1-31 | Site Electrical: | 26 00 00 | |
| Basis of Measurement: | None – lump sum. | ||
| Basis of Payment: | Includes excavation, unistrut pedestals, concrete bedding, backfill, panels, conduit, fittings, conductors (incl. conductors for bid item 1-30), connections, fixtures, accessories, and incidental work. |
File details come from the government source that posted it. Updated .