03-Bristlecone Visitor Center Const. Amend. No. 3 REVISED Schedule of Items
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- Attached to
- Bristlecone Visitor Center Construction Federal contract opportunity
- Solicitation number
- AG-9A63-S-10-0074
About this file
Revised Schedule of Items
Text of this file
Schedule of Items
| AMENDMENT 3 - REVISED 24 AUGUST 2010 | ||||||
| PART I, SCHEDULE OF ITEMS | ||||||
| SECTION B | ||||||
| SUPPLIES, SERVICES, AND PRICES/COSTS | ||||||
| PROJECT | Bristlecone Visitor Center Construction | |||||
| UNIT | Inyo National Forest | |||||
| SOL. # | AG-9A63-S-10-0074 | |||||
| TOTAL OF BASE BID ITEMS (Item Nos. 2 - 48.1.3) | $ - 0 | |||||
| TOTAL OF BID OPTION ITEMS (Bid Options 1-7) | $ - 0 | |||||
| TOTAL OF BASE BID ITEMS AND OPTION BID ITEMS | $ - 0 | |||||
| NOTES: | 1. Offeror must price each item to be considered for award. | |||||
| 2. Offerors for quantities less than those listed may be rejected. | ||||||
| 3. If award is made in excess of $30,000, bonds will be required. (See Section I) | ||||||
| 4. If offer exceeds $100,000, a bid bond equal to 20% of the total price is required. | ||||||
| 5. Option Items will be evaluated with Base Bid Items for award purposes. (52.217-5) | ||||||
| 6. The decision to award Bid Option Items will be made at time of award of Base Bid Items. (52.217-4) | ||||||
| 7. The Government reserves the right to award any number of Bid Option Items and in any order. | ||||||
| Price Submitted By: | ||||||
| Signature: | ||||||
| Printed Name and Title: | ||||||
| Vendor Name: | ||||||
| Vendor Address: | ||||||
| Vendor Address: | ||||||
| Vendor Address: | ||||||
| Phone Number: | ||||||
| FAX Number: | ||||||
| Email Address: | ||||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 100 | General Conditions - includes mobilization & bonding | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 200 | LEED Certification Prerequisites | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 2 | Demolition | |||||
| 2.1 | Site Demolition and Disposal | |||||
| 2.1.1 | Remove Concrete Curb | DQ | 32 | LF | $ - 0 | $ - 0 |
| 2.1.2 | Sawcut and Remove Asphalt Concrete Paving | DQ | 882 | SF | $ - 0 | $ - 0 |
| 2.1.3 | Remove CMU Wall at Decking | DQ | 135 | SF | $ - 0 | $ - 0 |
| 2.1.4 | Remove Courses of CMU Wall as Required | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 2.1.5 | Remove Existing Decking Posts | DQ | 22 | EA | $ - 0 | $ - 0 |
| 2.1.6 | Remove Wood Decking, Support Framing and Footings | DQ | 576 | SF | $ - 0 | $ - 0 |
| 2.1.7 | Remove Guard Rail | DQ | 188 | LF | $ - 0 | $ - 0 |
| 2.1.8 | Remove Barrier Fence | DQ | 284 | LF | $ - 0 | $ - 0 |
| 2.1.9 | Remove Benches | DQ | 2 | EA | $ - 0 | $ - 0 |
| 2.1.10 | Remove Kiosk | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 2.1.11 | Remove Decomposed Granite Paving | DQ | 512 | SF | $ - 0 | $ - 0 |
| 2.1.12 | Remove Parking Striping | DQ | 216 | LF | $ - 0 | $ - 0 |
| Site work: Subtotal | $ - 0 | |||||
| 3 | Concrete | |||||
| 3.1 | Interior and Exterior Column Bases | |||||
| 3.1.1 | Formwork to Sides of Bases | DQ | 264 | SF | $ - 0 | $ - 0 |
| 3.1.2 | Reinforcement | DQ | 1255 | LBS | $ - 0 | $ - 0 |
| 3.1.3 | Concrete 3000 psi | DQ | 10 | CY | $ - 0 | $ - 0 |
| 3.2 | Circular Base at Canopy and Trellis Columns | |||||
| 3.2.1 | Formwork to Sides of Bases | DQ | 57 | SF | $ - 0 | $ - 0 |
| 3.2.2 | Reinforcement | DQ | 120 | LBS | $ - 0 | $ - 0 |
| 3.2.3 | Concrete 3000 psi | DQ | 1 | CY | $ - 0 | $ - 0 |
| 3.3 | Strip Footings | |||||
| 3.3.1 | Formwork to Sides of Bases | DQ | 1375 | SF | $ - 0 | $ - 0 |
| 3.3.2 | Reinforcement | DQ | 2700 | LBS | $ - 0 | $ - 0 |
| 3.3.3 | Concrete 3000 psi | DQ | 32 | CY | $ - 0 | $ - 0 |
| 3.4 | Miscellaneous | |||||
| 3.4.1 | Key 2" x 4" x 8" -12" in footings | DQ | 322 | LF | $ - 0 | $ - 0 |
| 3.4.2 | Allowance for Stepped Foundations | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 3.4.3 | Perforated Drainage Pipe in Aggregate (South Elev. Only) | DQ | 160 | LF | $ - 0 | $ - 0 |
| 3.5 | Slab-On-Grade 5" Thick | |||||
| 3.5.1 | Slab-On-Grade 5" Thick on Compacted Aggregate Base Formwork, Reinforcement, 3000 psi Concrete & Finish | DQ | 2725 | SF | $ - 0 | $ - 0 |
| 3.5.2 | Thickening Slab Edge at Perimeter & Interior Walls | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 3.5.3 | Premium for Sloped Theater Slab | DQ | 228 | SF | $ - 0 | $ - 0 |
| Note: Strip footing for exterior CMU Retaining Walls (East and West Elevations) Include in Division 32: Exterior Improvements | ||||||
| Concrete: Subtotal | $ - 0 | |||||
| 4 | Masonry | |||||
| 4.1 | Concrete Masonry Units | |||||
| 4.1.1 | Concrete Masonry Unit Wall 6" Thick, Solid Grouted and Reinforced | DQ | 460 | SF | $ - 0 | $ - 0 |
| 4.1.2 | Concrete Masonry Unit Wall 10" Thick, Solid Grouted and Reinforced | DQ | 145 | SF | $ - 0 | $ - 0 |
| 4.2 | Stone Veneer Cladding | |||||
| 4.2.1 | Sierra White Granite Stone Veneer | DQ | 460 | SF | $ - 0 | $ - 0 |
| Note: Site Retaining Walls Included in Site work | ||||||
| 4.3 | Wall Capping | |||||
| 4.3.1 | Stone Wall Capping | DQ | 155 | LF | $ - 0 | $ - 0 |
| Masonry: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 5 | Metals | |||||
| 5.1 | Structural Steel | |||||
| 5.1.1 | HSS Structural Steel Column 5" x 5" x 3/8" | DQ | 65 | LF | $ - 0 | $ - 0 |
| 5.1.2 | HSS Structural Steel Column 5" x 5" x 1/4" | DQ | 33 | LF | $ - 0 | $ - 0 |
| 5.2 | Metal Handrail | |||||
| 5.2.1 | Tubular Steel Handrail, Primed and Painted (Theater) | DQ | 28 | LF | $ - 0 | $ - 0 |
| Note: Exterior Railings Included in Site work | ||||||
| 5.3 | Metal Fabrications | |||||
| 5.3.1 | Miscellaneous Metal Fabrications, Plates and Support Systems, Connectors and Metal Framing Elements and Holdowns | DQ | 3901 | SF | $ - 0 | $ - 0 |
| 5.4 | Miscellaneous Metal | |||||
| 5.4.1 | Anchor Bolts at 24" OC Bolted to Sill Plate and Embedded in Concrete | DQ | 171 | EA | $ - 0 | $ - 0 |
| 5.4.2 | Exterior Column Base plates and Bolts | DQ | 8 | EA | $ - 0 | $ - 0 |
| Metals: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 6 | Wood and Plastics | |||||
| Note: All Wood is standard grade (FSC certified is an alternate) | ||||||
| 6.1 | Wood Posts | |||||
| 6.1.1 | Wood Posts 4" x 6" | DQ | 498 | LF | $ - 0 | $ - 0 |
| 6.1.2 | Wood Posts 6" x 6" | DQ | 198 | LF | $ - 0 | $ - 0 |
| 6.2 | Perimeter Wall Framing | |||||
| 6.2.1 | Double Wood Studs 2" x 6" at 16" O.C. (Gable Walls Greater than 16'0" High) | DQ | 1575 | SF | $ - 0 | $ - 0 |
| 6.2.2 | Exterior Wall Framing, 2" x 6" Studs at 16" On Center | DQ | 1535 | SF | $ - 0 | $ - 0 |
| 6.2.3 | Shear Paneling, 1/2: Structural Plywood Sheathing | DQ | 1253 | SF | $ - 0 | $ - 0 |
| 6.3 | Partition Construction | |||||
| 6.3.1 | Partition: 2" x 4" Wood Studs at 16" OC | DQ | 716 | SF | $ - 0 | $ - 0 |
| 6.3.2 | Partition: 2" x 4" Wood Studs at 16" OC | DQ | 384 | SF | $ - 0 | $ - 0 |
| 6.3.3 | Partition: 2" x 4" Wood Studs at 16" OC | DQ | 700 | SF | $ - 0 | $ - 0 |
| 6.3.4 | Shear Wall Paneling, 1/2" Structural Plywood Sheathing | DQ | 1020 | SF | $ - 0 | $ - 0 |
| 6.4 | Roof Framing | |||||
| 6.4.1 | Glu-Lam Perimeter Edge Beam 5-1/8" x 13-1/2" | DQ | 55 | LF | $ - 0 | $ - 0 |
| 6.4.2 | Glu-Lam Perimeter Edge Beam 6" x 12" | DQ | 4 | LF | $ - 0 | $ - 0 |
| 6.4.3 | PSL Perimeter Edge Beam 6.75" x 22.5" | DQ | 56 | LF | $ - 0 | $ - 0 |
| 6.4.4 | Truss A: Double Select Top Chord 4" x 14" with 12" diameter notched log web, steel plates & chord rods and clevis and 22 x 1" thro bolts | DQ | 12 | EA | $ - 0 | $ - 0 |
| 6.4.5 | Truss B: Double Select Top Chord (2) 4" x 14" with 12" diameter notched log web, steel plates & chord rods and clevis and 22 x 1" thro bolts | DQ | 1 | EA | $ - 0 | $ - 0 |
| 6.4.6 | Truss C: 5-1/2" x 12" Glu-Lam top & bottom chords with 12" diameter notched log web, steel plates & chord rods and clevis and 22 x 1" thro bolts | DQ | 1 | EA | $ - 0 | $ - 0 |
| 6.4.7 | Note: Exterior Truss: Alaskan Yellow cedar | |||||
| 6.4.8 | Purlins 4" x 12" and Hangers | DQ | 224 | LF | $ - 0 | $ - 0 |
| 6.4.9 | Ridge Beam 6.75" x 25.5" PSL | DQ | 59 | LF | $ - 0 | $ - 0 |
| 6.4.10 | Beam at Appex 2" x 6" and 2 notched rafters 1-1/2" x 4" | DQ | 59 | LF | $ - 0 | $ - 0 |
| 6.4.11 | Sleepers 2" x 8" @ 16" OC | DQ | 1596 | LF | $ - 0 | $ - 0 |
| 6.4.12 | Double Truss chords 4" x 14" (at Dormer) | DQ | 84 | LF | $ - 0 | $ - 0 |
| 6.4.13 | Stud Framing 2"x6" at 16" OC Tapering (at Dormer) | DQ | 42 | LF | $ - 0 | $ - 0 |
| 6.4.14 | California Framing 2"x6" at 16" OC | DQ | 95 | LF | $ - 0 | $ - 0 |
| 6.4.15 | Strongback 2"x8" | DQ | 45 | LF | $ - 0 | $ - 0 |
| 6.4.16 | Rafters 4"x8" at 24" OC (storage and hallway) | DQ | 72 | LF | $ - 0 | $ - 0 |
| 6.4.17 | Outriggers 6"x6" at 14"OC (storage and hallway) | DQ | 40 | LF | $ - 0 | $ - 0 |
| 6.5 | Exterior Columns | |||||
| 6.5.1 | Wood posts 16" diameter (6 total) | DQ | 56 | LF | $ - 0 | $ - 0 |
| 6.5.2 | sand and finish exterior columns | DQ | 232 | SF | $ - 0 | $ - 0 |
| 6.6 | Plywood Roof Diaphragm | |||||
| 6.6.1 | Plywood Sheathing 23/32" to top of rafters | DQ | 3802 | SF | $ - 0 | $ - 0 |
| 6.6.2 | Plywood Sheathing 1/2" to Underside of Rafters at eves | DQ | 1386 | SF | $ - 0 | $ - 0 |
| 6.7 | Canopy Framing | |||||
| 6.7.1 | Glu-Lam Rafters 5-1/8" x 13" @24" OC | DQ | 8 | LF | $ - 0 | $ - 0 |
| 6.7.2 | Double Glu-Lam Beams 3-1/8" x 24" Bolted | DQ | 88 | LF | $ - 0 | $ - 0 |
| 6.7.3 | Glu-Lam Beams 3-1/8" x 18" Bolted | DQ | 60 | LF | $ - 0 | $ - 0 |
| 6.7.4 | Glu-Lam Beams 3-1/8" x 12" @16" OC | DQ | 425 | LF | $ - 0 | $ - 0 |
| 6.7.5 | Glu-Lam Purlins 3-1/8"x24" | DQ | 92 | LF | $ - 0 | $ - 0 |
| 6.7.6 | Purlins 3" x 10" @ 16" OC | DQ | 715 | LF | $ - 0 | $ - 0 |
| 6.7.7 | Clear stain finish to exposed canopy framing | DQ | 974 | SF | $ - 0 | $ - 0 |
| 6.8 | Eves/ Outrigger | |||||
| 6.8.1 | fascia 1"x4" and finish | DQ | 195 | LF | $ - 0 | $ - 0 |
| 6.8.2 | outriggers at gable ends, 6" x 8" and 12" long | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 6.9 | Rough Carpentry | |||||
| 6.9.1 | rough framing to fireplace | DQ | 48 | SF | $ - 0 | $ - 0 |
| 6.9.2 | rough carpentry including all blocking, backer boards, furring, bridging, grounds | DQ | 3210 | SF | $ - 0 | $ - 0 |
| 6.9.3 | carpentry hardware including metal framing connectors | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 6.10 | Plywood Shutters | |||||
| 6.10.1 | wood shutters to all windows and glazed doors on the 1st floor: 1st marine grade plywood including hardware and stained finish | DQ | 412 | SF | $ - 0 | $ - 0 |
| 6.11 | Finish Carpentry | |||||
| 6.11.1 | yellow cedar exterior trim 1"x6" stained: Doors & windows | DQ | 328 | LF | $ - 0 | $ - 0 |
| 6.11.2 | yellow cedar exterior trim 1"x4" stained: Doors & windows | DQ | 328 | LF | $ - 0 | $ - 0 |
| 6.11.3 | Finish carpentry and trim | DQ | 3210 | SF | $ - 0 | $ - 0 |
| 6.11.4 | projector, wall- mounted | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Woods and Plastics: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 7 | 7 Thermal and Moisture Protection | |||||
| 7.1 | Thermal Insulation | |||||
| 7.1.1 | Exterior Wall Insulation, R-19, fiberglass | DQ | 3110 | SF | $ - 0 | $ - 0 |
| 7.1.2 | Interior Wall Insulation, R-11, Fiberglass | DQ | 1805 | SF | $ - 0 | $ - 0 |
| 7.1.3 | Acoustical Batt 30" wide x 3" thick in Gypsum Ceiling Space | DQ | 675 | SF | $ - 0 | $ - 0 |
| 7.1.4 | Roof Insulation Semi-Rigid, foil faced, 6" | DQ | 2965 | SF | $ - 0 | $ - 0 |
| 7.2 | Below- Grade Vapor Retarder | |||||
| 7.2.1 | 15-mil class 'A' vapor retarder | DQ | 2725 | SF | $ - 0 | $ - 0 |
| 7.3 | Building Envelope Underlayment | |||||
| 7.3.1 | Waterproof sheet membrane 4'0" high, 6'0" high at gable ends | DQ | 976 | SF | $ - 0 | $ - 0 |
| 7.3.2 | Bldg. paper grade D:2 layers at anterior walls 4' to top wall | DQ | 2134 | SF | $ - 0 | $ - 0 |
| 7.3.3 | Roof Underlayment | DQ | 3830 | LF | $ - 0 | $ - 0 |
| 7.4 | Flashing and sheet metal | |||||
| 7.4.1 | sheet metal vent flashing (3) | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 7.4.2 | Note: Gutter and rainwater leader excluded | |||||
| 7.4.3 | copper flashing to top and base of stone veneer and at all windows and exterior doors | DQ | 478 | LF | $ - 0 | $ - 0 |
| 7.5 | Standing Seam Sheet Metal Roofing & Roof Vents | |||||
| 7.5.1 | Standing Seam Aluminum Roof, 1" Double lock | DQ | 3830 | SF | $ - 0 | $ - 0 |
| 7.5.2 | Ridge vent cap | DQ | 89 | LF | $ - 0 | $ - 0 |
| 7.6 | Fire Stopping and Joint Sealers | |||||
| 7.6.1 | Firestopping at partitions and mech. & elec. Penetrations | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 7.6.2 | Interior and Exterior Elastomeric Joint Sealants | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 7.7 | Miscellaneous Waterproofing | |||||
| 7.7.1 | Waterproofing at building retaining wall | DQ | 165 | SF | $ - 0 | $ - 0 |
| Thermal and Moisture: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 8 | Doors and Windows | |||||
| 8.1 | Wood Doors (including Stained Finish) | |||||
| 8.1.1 | Type A: Double Glazed Wood French Door and Frame | DQ | 1 | PR | $ - 0 | $ - 0 |
| 8.1.2 | Type B: Single Glazed wood door and frame | DQ | 1 | EA | $ - 0 | $ - 0 |
| 8.1.3 | Type C: Single glazed wood door and frame with sidelight | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.1.4 | Type d: Single Panel Wood Door and Frame | DQ | 3 | EA | $ - 0 | $ - 0 |
| 8.1.5 | Type E: Single Flush Wood Door and frame | DQ | 1 | EA | $ - 0 | $ - 0 |
| 8.2 | Finish Hardware | |||||
| 8.2.1 | Group 1 | DQ | 1 | EA | $ - 0 | $ - 0 |
| 8.2.2 | Group 2 | DQ | 1 | EA | $ - 0 | $ - 0 |
| 8.2.3 | Group 3 | DQ | 1 | EA | $ - 0 | $ - 0 |
| 8.2.4 | Group 4 | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.2.5 | Group 5 | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.2.6 | Group 6 | DQ | 1 | EA | $ - 0 | $ - 0 |
| Note: Group 7 included in Sitework 'vault toilet' | ||||||
| 8.3 | Low Energy Door Operators | |||||
| 8.3.1 | ADA Access Controller, Pedestal Mounted | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.3.2 | Note: Electrical Requirements included in Division 16 | |||||
| 8.4 | Access Door and Panels | |||||
| 8.4.1 | Allowance for Access Doors and Panels | DQ | 1 | LS | $ - 0 | $ - 0 |
| Note: Electrical Requirements included in Division 16 | ||||||
| 8.5 | Custom Wood Windows and Glazing (including Finishes) | |||||
| Note: all Windows with 1" insulated, Low-E Glass | ||||||
| 8.5.1 | Type A: Horizontal Glider 7'10"x4'7" | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.5.2 | Type B: Fixed 4'0"x4'7" | DQ | 1 | EA | $ - 0 | $ - 0 |
| 8.5.3 | Type C: Fixed 6'0"x7'2" | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.5.4 | Type D: fixed, small pane 5'4"x3'0" | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.5.5 | Type E: fixed 3'4"x4'7" | DQ | 1 | EA | $ - 0 | $ - 0 |
| 8.5.6 | Type F: Fixed, Small Pane 2'10"x4'4" | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.5.7 | Type G: Fixed Small Pane 3'0"x3'6" | DQ | 2 | EA | $ - 0 | $ - 0 |
| 8.5.8 | Type H: Horizontal Glider 7'10"x3'1" | DQ | 1 | EA | $ - 0 | $ - 0 |
| Doors & Windows: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 9 | Finishes | |||||
| 9.1 | Floor Finishes | |||||
| 9.1.1 | Sierra White Granite Veneer to hearth | DQ | 6 | SF | $ - 0 | $ - 0 |
| 9.1.2 | Broadloom carpet | DQ | 845 | SF | $ - 0 | $ - 0 |
| 9.1.3 | integral color, sandblasting, sealer to concrete slab | DQ | 1387 | SF | $ - 0 | $ - 0 |
| 9.1.4 | concrete sealer | DQ | 86 | SF | $ - 0 | $ - 0 |
| 9.2 | Ceiling Finishes | |||||
| 9.2.1 | Yellow Cedar Planks 6" stained | DQ | 2767 | SF | $ - 0 | $ - 0 |
| 9.2.2 | Finish to exposed Beams and Trusses | DQ | 1967 | SF | $ - 0 | $ - 0 |
| 9.2.3 | Suspended Gypsum Ceiling, Painted | DQ | 675 | SF | $ - 0 | $ - 0 |
| 9.3 | Interior Wall Finishes | |||||
| 9.3.1 | Fixed sound-absorptive wall panels | DQ | 385 | SF | $ - 0 | $ - 0 |
| 9.3.2 | gypsum wallboard, painted | DQ | 1998 | SF | $ - 0 | $ - 0 |
| 9.3.3 | yellow cedar wall cladding stained | DQ | 2106 | SF | $ - 0 | $ - 0 |
| 9.3.4 | sierra white Granite Veneer: Fireplace Chimney | DQ | 60 | SF | $ - 0 | $ - 0 |
| 9.4 | Exterior Wall Finishes | |||||
| 9.4.1 | yellow cedar siding. 1-1/4"x8-3/4" stained (custom shape) | DQ | 1628 | SF | $ - 0 | $ - 0 |
| 9.4.2 | premium for hand chiseling and distressing siding | DQ | 1628 | SF | $ - 0 | $ - 0 |
| 9.4.3 | sierra white granite stone veneer to wall (shelve.) | DQ | 504 | SF | $ - 0 | $ - 0 |
| 9.4.4 | sierra white granite veneer: column base 24" Diameter | DQ | 48 | SF | $ - 0 | $ - 0 |
| 9.4.5 | Precast concrete capping: top of stone veneer (shelve.) | DQ | 236 | LF | $ - 0 | $ - 0 |
| 9.4.6 | precast circular concrete capping to column stone | DQ | 31 | LF | $ - 0 | $ - 0 |
| 9.5 | Eves Finish | |||||
| 9.5.1 | yellow cedar facial 1"x4", stain finish | DQ | 232 | LF | $ - 0 | $ - 0 |
| 9.5.2 | canopy soffit: yellow cedar planks 6" stained | DQ | 1386 | SF | $ - 0 | $ - 0 |
| 9.6 | Miscellaneous | |||||
| 9.6.1 | Miscellaneous Painting (roof Hardware) and Touch ups | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Finishes: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 10 | 10 Specialties | |||||
| 10.1 | Signage | |||||
| 10.1.1 | Men's Room Sign 12" (Vault Toilet) | DQ | 2 | EA | $ - 0 | $ - 0 |
| 10.1.2 | Women's Room Sign 12" (Vault Toilet) | DQ | 2 | EA | $ - 0 | $ - 0 |
| 10.1.3 | Interior Room Identification and Braille Signage | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 10.1.4 | "No Smoking" sign | DQ | 1 | EA | $ - 0 | $ - 0 |
| 10.1.5 | "Maximum Occupancy" sign | DQ | 2 | EA | $ - 0 | $ - 0 |
| 10.1.6 | "ADA Exit" sign. Wall mounted | DQ | 3 | EA | $ - 0 | $ - 0 |
| 10.1.7 | "Danger High Voltage" sign | DQ | 1 | EA | $ - 0 | $ - 0 |
| Note: Exterior Building Sign Excluded | ||||||
| 10.2 | Manufactured Fireplace | |||||
| 10.2.1 | Propane Gas Fireplace with electric Ignition and ceramic log display, flue section, storm collars, chimney, and accessories, direct vent, 2600 BTU | DQ | 1 | EA | $ - 0 | $ - 0 |
| 10.3 | Fire Extinguisher Cabinets | |||||
| 10.3.1 | Recesses Fire extinguishers cabinet and dry chemical fire extinguisher | DQ | 1 | EA | $ - 0 | $ - 0 |
| 10.4 | Flagpole | |||||
| 10.4.1 | Aluminum tapered flagpole 20'0" high & foundation base with concealed haylard system, revolving truck, pulleys & pitting, including lighting ground rod & copper cable | DQ | 1 | EA | $ - 0 | $ - 0 |
| 10.5 | Attic Ladders | |||||
| 10.5.1 | folding attic ladder, rated, painted | DQ | 1 | EA | $ - 0 | $ - 0 |
| Specialties: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 11 | Equipment | |||||
| 11.1 | Projection Screens | |||||
| 11.1.1 | Concealed Motorized Projection screen, HDTV Format, Ceiling Mounted, 45"x80" | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Note: Projector Equipment Provided by Owner | ||||||
| Equipment: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 12 | Furnishings | |||||
| 12.1 | Window Shades | |||||
| 12.1.1 | Electrically Operated Window Shades and Accessories, Dual Solar and Blackout, with Shade Pockets and Side Channels | DQ | 20 | SF | $ - 0 | $ - 0 |
| Note: Theater Only | ||||||
| 12.2 | Steel Entry Grills | |||||
| 12.2.1 | Stainless Steel Recessed Entry Grills with Drip pan, flush frame and concrete supports | DQ | 56 | SF | $ - 0 | $ - 0 |
| 12.3 | Auditorium Seating | |||||
| 12.3.1 | Fixed auditorium Seating with auto seat uplift and upholstered backs & chair and hardwood end panels | DQ | 27 | EA | $ - 0 | $ - 0 |
| Exclusions | ||||||
| Note: the following items are excluded: | ||||||
| Office Equipment | ||||||
| Computers and copy room equipment | ||||||
| furniture and fixtures | ||||||
| Furnishings: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 15 | Mechanical & HVAC Systems | |||||
| 15.1 | Mechanical Equipment | |||||
| 15.1.1 | Propane Wall heater, 14000 BTU input and 10039 BTU output, direct vent including thermostat & vent extension | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.1.2 | Ventilator, 75 CFM, room to room, with intake and supply grille | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.1.3 | In-line supply fan, 400 CFM, Ducting & Wall Speed Controller | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.1.4 | Wall ventilator, through wall, 70 CFM Interlocked with Hydrogen Detector, including 8" square discharge shutter | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.1.5 | Hydrogen Gas Detector with test button and alarm | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.1.6 | CO2 sensor with built in alarm | DQ | 4 | EA | $ - 0 | $ - 0 |
| 15.1.7 | Propane wall heater 35000 BTU input and 25930 BTU output including thermostat and vent extension | DQ | 3 | EA | $ - 0 | $ - 0 |
| 15.1.8 | pressure regulator 140000 but capacity | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.1.9 | ceiling fans (book store & exhibition area) | DQ | 3 | EA | $ - 0 | $ - 0 |
| 15.2 | Piping and Ducting Distribution | |||||
| 15.2.1 | Lined Ductwork | DQ | 58 | LF | $ - 0 | $ - 0 |
| 15.2.2 | Motorized Damper, two-position | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.2.3 | propane gas pipe riser embedded in concrete | DQ | 1 | LS | $ - 0 | $ - 0 |
| 15.2.4 | gas piping 1" to 3/4" in ceiling | DQ | 65 | LF | $ - 0 | $ - 0 |
| 15.2.5 | gas shut off valve | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.2.6 | flue up wall and above roof 4" diameter including roof cap | DQ | 3 | EA | $ - 0 | $ - 0 |
| 15.3 | grilles and registers | |||||
| 15.3.1 | relief louver 14"x8" with back draft damper | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.3.2 | ceiling registers 12"x8" (1) and 24"x8" (1) | DQ | 1 | LS | $ - 0 | $ - 0 |
| 15.3.3 | Wall Grille 16"x12" with 2" filter | DQ | 1 | EA | $ - 0 | $ - 0 |
| 15.4 | Testing | |||||
| 15.4.1 | Test and adjust all mechanical equipment as required | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Mechanical: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 26 | Electrical Systems | |||||
| 26.1 | Generator | |||||
| 26.1.1 | Propane Air-cooled generator 8KW 120/240 Volt single phase 60 HZ with weatherproof Enclosure, Digital controller, main circuit breaker, transfer switch | DQ | 1 | EA | $ - 0 | $ - 0 |
| 26.1.2 | Generator Remote Annunciation Panel (1) and (1) Panel "A" | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 26.1.3 | Conduit and cable to from back-up generator to building including trenching | DQ | 112 | LF | $ - 0 | $ - 0 |
| 26.2 | Devices and Connections | |||||
| 26.2.1 | motor outlet and connect to manual motor starter switch | DQ | 7 | EA | $ - 0 | $ - 0 |
| 26.2.2 | switch controller for projection screen | DQ | 1 | EA | $ - 0 | $ - 0 |
| 26.2.3 | ground interrupting waterproof duplex receptacle | DQ | 3 | EA | $ - 0 | $ - 0 |
| 26.2.4 | duplex receptacle | DQ | 23 | EA | $ - 0 | $ - 0 |
| 26.2.5 | floor mounted receptacle, hinged cover | DQ | 3 | EA | $ - 0 | $ - 0 |
| 26.2.6 | power 120V to fan, gas detector, CO2 sensor, ventilator, supply fan, fire place ignition: conduit and wire | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 26.2.7 | fireplace ignition | DQ | 1 | EA | $ - 0 | $ - 0 |
| 26.3 | Satellite Phone | |||||
| 26.3.1 | Fixed satellite phone system GSP 2900 120V with Roof-mounted antenna and 50 LF of Cable Note: Excludes service agreement costs and usage costs | DQ | 1 | EA | $ - 0 | $ - 0 |
| 26.3.2 | Telephone and data outlet | DQ | 5 | EA | $ - 0 | $ - 0 |
| 26.3.3 | telephone distribution system: Conduit and wire | DQ | 240 | LF | $ - 0 | $ - 0 |
| 26.4 | Lighting and Control Systems | |||||
| 26.4.1 | Type A: Florescent Light fixture 2'0"x2'0" | DQ | 6 | EA | $ - 0 | $ - 0 |
| 26.4.2 | Type B: Pendant Track Lighting system (18 Light fixtures) | DQ | 35 | LF | $ - 0 | $ - 0 |
| 26.4.3 | Type C: Suspended Florescent fixture, electronic ballast | DQ | 18 | EA | $ - 0 | $ - 0 |
| 26.4.4 | Type C1: Recessed florescent fixture, electronic ballast | DQ | 9 | EA | $ - 0 | $ - 0 |
| 26.4.5 | Type E: Emergency Exit sign with twin head lights | DQ | 5 | EA | $ - 0 | $ - 0 |
| 26.4.6 | Type F: Exterior Wall mounted light fixture | DQ | 7 | EA | $ - 0 | $ - 0 |
| 26.4.7 | CFL lamp holder with 13W CFL lamp | DQ | 2 | EA | $ - 0 | $ - 0 |
| 26.4.8 | entrance soffit fixture | DQ | 1 | EA | $ - 0 | $ - 0 |
| 26.4.9 | florescent light dimmer switch with toggle | DQ | 6 | EA | $ - 0 | $ - 0 |
| 26.4.10 | switch and timer for exterior light fixtures | DQ | 3 | EA | $ - 0 | $ - 0 |
| 26.4.11 | fan speed control switch | DQ | 1 | EA | $ - 0 | $ - 0 |
| 26.4.12 | incandescent dimmer switch for track light | DQ | 2 | EA | $ - 0 | $ - 0 |
| 26.4.13 | photo sensor, programmable by remote controller | DQ | 1 | EA | $ - 0 | $ - 0 |
| 26.4.14 | motion sensor ceiling mount, power pack relay | DQ | 6 | EA | $ - 0 | $ - 0 |
| 26.4.15 | conduit and wire | DQ | 385 | LF | $ - 0 | $ - 0 |
| 26.5 | Lighting Protection | |||||
| 26.5.1 | lightning rod 48" long copper clad, on roof | DQ | 3 | EA | $ - 0 | $ - 0 |
| 26.5.2 | ground rod 10' long 3/4" copper clad | DQ | 2 | EA | $ - 0 | $ - 0 |
| 26.5.3 | bond roof vents and main metal roof to lighting protection main conductor | DQ | 3 | EA | $ - 0 | $ - 0 |
| 26.5.4 | main conductor concealed under roof ridge connected to ground | DQ | 130 | LF | $ - 0 | $ - 0 |
| 26.6 | Commissioning | |||||
| 26.6.1 | Allowance for testing and commissioning electrical system | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Electrical System: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 31 | Earthwork | |||||
| 31.1 | Site Preparation | |||||
| 31.1.1 | Strip and Remove Undergrowth and vegetation within construction limits | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 31.1.2 | Protect Existing Trees, structures and utilities | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 31.2 | Site Grading and Excavation | |||||
| 31.2.1 | foundation excavation | DQ | 74 | CY | $ - 0 | $ - 0 |
| 31.2.2 | backfill and compaction | DQ | 32 | CY | $ - 0 | $ - 0 |
| 31.2.3 | removal of excess excavated material | DQ | 42 | CY | $ - 0 | $ - 0 |
| 31.2.4 | cut and fill for retaining walls (new contours Max 2:1 slope to south embankment) | DQ | 3264 | SF | $ - 0 | $ - 0 |
| 31.2.5 | rough and fine grading over site to new elevations and profiles and ensure areas drain away from structures | DQ | 8720 | SF | $ - 0 | $ - 0 |
| 31.2.6 | form swale | DQ | 128 | LF | $ - 0 | $ - 0 |
| 31.2.7 | over-excavation and rock removal, allow | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 31.3 | Erosion and Sedimentation Control | |||||
| 31.3.1 | storm water runoff drain protection: double gravel bags at existing catch basins & drain guard insert (2 locations) | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 31.3.2 | stabilized construction entrance and wash down area including corrugated steel panels on crushed aggregate, filter fabric and sediment barrier | DQ | 550 | SF | $ - 0 | $ - 0 |
| 31.3.3 | silt fence: filter fabric 60" wide & 2"x2" wire fabric set into 8"x12" trench | DQ | 1035 | LF | $ - 0 | $ - 0 |
| 31.3.4 | storm water wattle, 9" diameter, stacked | DQ | 1035 | LF | $ - 0 | $ - 0 |
| 31.3.5 | gravel bag berm at 50' OC | DQ | 12 | EA | $ - 0 | $ - 0 |
| 31.3.6 | prepare and maintain cut and fill slopes with erosion mats | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Earthwork: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 32 | Exterior Improvements | |||||
| 32.1 | Landscape | |||||
| 32.1.1 | seeded planted area. Note: plants provided by owner, contractor to provide labor for planting seedlings. Note: Irrigation and planting materials excluded | DQ | 8154 | SF | $ - 0 | $ - 0 |
| 32.1.2 | landscape maintenance | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 32.1.3 | protect native planted area | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 32.2 | Hardscape | |||||
| 32.2.1 | permeable interlocking concrete unit pavers on 1-1/2" thick aggregate bedding, geotextile material, 4" stone base, 6" stone subbase and compacted subgrade | DQ | 4094 | SF | $ - 0 | $ - 0 |
| 32.2.2 | allowance for cut and fit pavers at compass rose | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 32.2.3 | pressure treated wood header (1) at paving 10"x12" | DQ | 358 | LF | $ - 0 | $ - 0 |
| 32.2.4 | pressure treated wood header (3) at wall 10"x12" | DQ | 50 | LF | $ - 0 | $ - 0 |
| 32.2.5 | redwood header 2"x8" | DQ | 60 | LF | $ - 0 | $ - 0 |
| 32.2.6 | decomposed granite paving 3" on geotex fabric on 6" aggregate base & compacted subgrade Note: repair or finish to existing walkway excluded | DQ | 15 | SF | $ - 0 | $ - 0 |
| 32.3 | Site Retaining Walls (East and West Elevations) | $ - 0 | ||||
| 32.3.1 | Retaining Wall footings complete | DQ | 9 | CY | $ - 0 | $ - 0 |
| 32.3.2 | concrete masonry wall 16" thick, reinforced, solid grouted | DQ | 331 | SF | $ - 0 | $ - 0 |
| 32.3.3 | sierra white granite stone veneer to both sides of wall | DQ | 536 | SF | $ - 0 | $ - 0 |
| 32.3.4 | stone wall capping 22" wide | DQ | 71 | LF | $ - 0 | $ - 0 |
| 32.3.5 | perforated drainage pipe in drain rock, filter fabric | DQ | 80 | LF | $ - 0 | $ - 0 |
| 32.3.6 | waterproofing sheet membrane, self adhering | DQ | 264 | SF | $ - 0 | $ - 0 |
| 32.4 | Wood Deck | |||||
| 32.4.1 | concrete piers 12" Diameter, 3'6" Deep | DQ | 55 | EA | $ - 0 | $ - 0 |
| 32.4.2 | Steel post base plate with 1/2" bolts embedded in concrete | DQ | 77 | EA | $ - 0 | $ - 0 |
| 32.4.3 | decking support posts, pressure treated DF 6"x6" | DQ | 110 | LF | $ - 0 | $ - 0 |
| 32.4.4 | replace (E) with new pressure treated 6"x6" posts | DQ | 44 | LF | $ - 0 | $ - 0 |
| 32.4.5 | steel post cap plate with 1/2" through bolts | DQ | 77 | EA | $ - 0 | $ - 0 |
| 32.4.6 | ledger, WRC 3"x8" stained | DQ | 304 | LF | $ - 0 | $ - 0 |
| 32.4.7 | decking support beams, pressure treated DF 6"x8" | DQ | 281 | LF | $ - 0 | $ - 0 |
| 32.4.8 | Remove and replace (E) beams at existing deck | DQ | 47 | LF | $ - 0 | $ - 0 |
| 32.4.9 | decking Alaskan yellow cedar 3"x12" stained | DQ | 1899 | SF | $ - 0 | $ - 0 |
| 32.4.10 | wood steps 18" wide and stringers | DQ | 38 | LF | $ - 0 | $ - 0 |
| 32.4.11 | premium for ramp | DQ | 155 | SF | $ - 0 | $ - 0 |
| 32.4.12 | premium for steps | DQ | 60 | SF | $ - 0 | $ - 0 |
| 32.4.13 | power wash, sand and stain existing deck | DQ | 1105 | SF | $ - 0 | $ - 0 |
| 32.5 | Deck Railing | |||||
| 32.5.1 | posts 3'6" Alaskan yellow cedar at 3'0" OC 4"x4" stained | DQ | 350 | LF | $ - 0 | $ - 0 |
| 32.5.2 | bottom rail Alaskan yellow cedar 2"x4" stained | DQ | 302 | LF | $ - 0 | $ - 0 |
| 32.5.3 | middle rail Alaskan yellow cedar 2"x4" stained | DQ | 302 | LF | $ - 0 | $ - 0 |
| 32.5.4 | top rail A.Y Cedar 4"x6" chamfered edges & blocking, stained | DQ | 302 | LF | $ - 0 | $ - 0 |
| 32.5.5 | corner post 3'0" high A.Y.Cedar 4"x6" stained | DQ | 38 | LF | $ - 0 | $ - 0 |
| 32.5.6 | steel cables 1/8" with protector sleeves | DQ | 2114 | LF | $ - 0 | $ - 0 |
| 32.6 | Guardrails and Railings | |||||
| 32.6.1 | Environmental Protection Fence: 12"x12" posts 7'0" O.C. with 6" aluminum turnbuckle connector and 1/4" cable | DQ | 80 | LF | $ - 0 | $ - 0 |
| 32.6.2 | stair railing: painted tubular steel with wood handrail | DQ | 7 | LF | $ - 0 | $ - 0 |
| 32.7 | Stone Veneer Wall (at Deck) | |||||
| 32.7.1 | Concrete strip footing complete | DQ | 14 | CY | $ - 0 | $ - 0 |
| 32.7.2 | Aggregate Base on Compacted Subgrade | DQ | 97 | CY | $ - 0 | $ - 0 |
| 32.7.3 | CMU Wall 8" wide solid grouted | DQ | 509 | SF | $ - 0 | $ - 0 |
| 32.7.4 | drain rock | DQ | 2 | CY | $ - 0 | $ - 0 |
| 32.7.5 | perforated PVC drainage pipe | DQ | 147 | LF | $ - 0 | $ - 0 |
| 32.7.6 | sierra white granite veneer to both sides of wall | DQ | 509 | SF | $ - 0 | $ - 0 |
| 32.7.7 | stone wall capping 12" wide | DQ | 127 | LF | $ - 0 | $ - 0 |
| 32.7.8 | exiting fill compacted behind wall | DQ | 56 | CY | $ - 0 | $ - 0 |
| 32.8 | Improvements to Existing Vault Toilet | |||||
| 32.8.1 | paint existing siding | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 32.9 | Parking Area | |||||
| 32.9.1 | Concrete wheel stops | DQ | 3 | EA | $ - 0 | $ - 0 |
| 32.9.2 | concrete truncated dome | DQ | 42 | SF | $ - 0 | $ - 0 |
| 32.9.3 | grooved border 12" wide | DQ | 41 | LF | $ - 0 | $ - 0 |
| 32.9.4 | international accessibility symbol on pavement | DQ | 3 | EA | $ - 0 | $ - 0 |
| 32.9.5 | diagonal stripping and "No Parking" zone | DQ | 418 | SF | $ - 0 | $ - 0 |
| 32.9.6 | van accessible parking sign, porcelain enamel, on post | DQ | 3 | EA | $ - 0 | $ - 0 |
| 32.9.7 | asphalt concrete 3" on eng. Fabric, on compacted base | DQ | 822 | SF | $ - 0 | $ - 0 |
| 32.9.8 | accessible route sign | DQ | 2 | EA | $ - 0 | $ - 0 |
| 32.9.9 | USFS Hybrid Parking Sign | DQ | 1 | EA | $ - 0 | $ - 0 |
| 32.9.10 | Parking Stripping | DQ | 96 | LF | $ - 0 | $ - 0 |
| 32.10 | Generator Slab (Note: Generator in Electrical) | |||||
| 32.10.1 | allowance for strip foundations complete | DQ | 2 | CY | $ - 0 | $ - 0 |
| 32.10.2 | slab-on-grade 5" thick complete | DQ | 105 | SF | $ - 0 | $ - 0 |
| 32.11 | Propane Tank | |||||
| 32.11.1 | liquid propane tank, 500 gallon capacity, secured to 4" concrete pad, including (2) pressure regulators, (1) pressure gauge, (2) pressure relief valves, shut off valve and 95'x3/4" Steel; Piping to building | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 32.11.2 | concrete pad 4" thick complete | DQ | 85 | SF | $ - 0 | $ - 0 |
| 32.11.3 | gas piping 3/4" LP and Trenching | DQ | 115 | LF | $ - 0 | $ - 0 |
| 32.12 | Retaining Wall (south End of Site) | |||||
| 32.12.1 | retaining wall 6" thick at trees incl. foundation | DQ | 44 | LF | $ - 0 | $ - 0 |
| Exterior Improvements: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| 48 | 48 Electrical Power Generation | |||||
| 48.1 | Photovoltaic Panels | |||||
| 48.1.1 | Thin-Film photovoltaic solar laminate panels on S-E facing roof area o 2000SF, total load 7KW. Includes three-hour battery back-up power and charger | LSQ | 1 | LS | $ - 0 | $ - 0 |
| 48.1.2 | 7KW DC-AC solar inverter with integral disconnect switch | DQ | 1 | EA | $ - 0 | $ - 0 |
| 48.1.3 | inspect & test complete PV system for proper performance | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Electrical Power Generation: Subtotal | $ - 0 | |||||
| Item No. | Description | Method of Measure | Quantity | Unit | Unit Price | Total Amount |
| Bid Option 1 | Improvements to Existing Vault Toilet (Note: replaces painting toilet only in base bid) | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Bid Option 2 | Generator Enclosure (Note: Generator in Electrical and Slab in Exterior Improvements) | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Bid Option 3 | Picnic Area Rebuild | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Bid Option 4 | Rebuild entire environmental protection fence | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Bid Option 5 | Compass Rose | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Bid Option 6 | Trellis and related columns | LSQ | 1 | LS | $ - 0 | $ - 0 |
| Bid Option 7 | Barrio White Granite in lieu of Sierra White Granite (Note: this is a downgraded material and will result in a cost savings.) | LSQ | 1 | LS | $ - 0 | $ - 0 |
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