B08_Attachment_1_Bid_Schedule-Repoint-Modify_Amphitheater.xlsx
XLSX spreadsheet 2 MB Posted
- Solicitation number
- 140P1325Q0035
About this file
The file is a detailed Bid Schedule for the WACO Mammoth National Monument Amphitheater Rehabilitation project (PMIS 308925) located in Waco, TX. The bid schedule covers four primary work categories: Demolition, Sitework, Site Improvements, and Preservation Work, with line items for tasks such as erosion control, fencing, concrete removal, excavation, grading, limestone step installation, concrete work, and masonry restoration. The document provides a comprehensive breakdown of individual tasks with corresponding CSI numbers, quantities, and pricing placeholders, structured to allow contractors to input specific unit and total direct prices. The bid is valid for 90 calendar days and is associated with Solicitation Number 140P1325Q0035 from the Department of the Interior National Park Service Intermountain Region, focusing on rehabilitating and repointing the amphitheater expansion area.
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Bid Schedule
| Bid Schedule - Pricing Valid for 90-Calendar Days | ||||||
| WACO 308925 Repoint-Modify Amphitheater | ||||||
| Waco Mammoth National Monument (WACO) | ||||||
| Waco, TX | ||||||
| PMIS | 308925 | |||||
| Item | CSI Number | Description | Qty | Unit | Bare Unit Price | Installer Price |
nbuikema: nbuikema:
If no subcontractor for project (only a prime), change to 0% on cover page. Write comment that explains the installer price is based on having a prime do all of the work
| 60% Labor/40% M&E per DSC Handbook. RS Means indicates 70% Labor/30% M%E. Demo projects this should be evaluated for Park specific need. Change in cell as needed | Direct Unit Price | Total Direct Price | Notes | |||||
| 1 | Demolition | |||||||
| 312514161000 | Synthetic erosion control, silt fence, install and remove, 3' high at limit of disturbance | LF | $ - 0 | $ - 0 | ||||
| 015626500600 | Tree protection fencing, plastic safety fence, 4' high, posts at 10' | LF | $ - 0 | $ - 0 | ||||
| 015626500600 | Temporary fencing, plastic safety fence, 4' high, posts at 10' | LF | $ - 0 | $ - 0 | ||||
| 024119259000 | Selective demolition, saw cutting, minimum/labor equipment charge | Job | $ - 0 | $ - 0 | ||||
| 024113175900 | Demolish, remove sidewalk concrete pavement, rod reinforced, to 6" thick, with hand held air equipment | SF | $ - 0 | $ - 0 | 0 | |||
| 312316420020 | For loading onto trucks demolished concrete materials | SF | $ - 0 | $ - 0 | ||||
| 312323202000 | Haul out excavated materials, truck per hour | Hr | $ - 0 | $ - 0 | ||||
| $ - 0 | ||||||||
| 2 | Sitework | |||||||
| 017123131100 | Survey crew, sitework layout, 2 person crew | Day | $ - 0 | $ - 0 | ||||
| 311413231520 | Topsoil stripping and stockpiling, remove and stockpile on site, by skid steer, 6" deep, 100' haul | SF | $ - 0 | $ - 0 | ||||
| 312316425020 | Excavating, for loading onto trucks, add | SF | $ - 0 | $ - 0 | ||||
| 313213192020 | Scarify subbase, 6" deep, includes compaction | SF | $ - 0 | $ - 0 | ||||
| 329113235000 | Soil for grading, 276 SF x 5" deep | CF | $ - 0 | $ - 0 | ||||
| 312216109100 | Fine grading, machine grading, includes compaction, minimum labor/equipment charge BY HAND | Job | $ - 0 | $ - 0 | ||||
| 312323160100 | Gravel base, crushed stone, 445 SF, 4" thick | LCY | $ - 0 | $ - 0 | ||||
| 312323151840 | Gravel base delivery charge, 2 hour round trip | Ton | $ - 0 | $ - 0 | ||||
| Amphitheater Seating | ||||||||
| 312316160015 | Structural excavation, 3' wide x 1' deep x 15' LF | CY | $ - 0 | $ - 0 | ||||
| 312316425020 | Excavating, for loading onto trucks, add | CY | $ - 0 | $ - 0 | ||||
| 312323202000 | Haul out excavated materials, truck per hour | Hr | $ - 0 | $ - 0 | ||||
| 312216109000 | Fine hand grading for subgrade, minimum labor/equipment charge | Job | $ - 0 | $ - 0 | ||||
| 334123190100 | Geotextile fabric, laid in trench, polypropylene | SY | $ - 0 | $ - 0 | ||||
| 334123190300 | Drainage fill, 3/4", 8" thick x 3' high x 15 LF | CY | $ - 0 | $ - 0 | ||||
| 312323151840 | Drainage fill delivery charge, 2 hour round trip | Ton | $ - 0 | $ - 0 | ||||
| 044310552300 | Limestone steps, extra hard, (4) L4'xW20xH22 and (2) L4'xW20xH18 limestone blocks - match existing | LS | $ - 0 | $ - 0 | ||||
| 044310552300 | Limestone steps, extra hard, (4) L4'xW20xH22 and (2) L4'xW20xH18 limestone blocks - delivery | Trip | $ - 0 | $ - 0 | ||||
| 031516302000 | Expansion joint, premolded, bituminous fiber, 1/2" x 4" | LF | $ - 0 | $ - 0 | ||||
| 312216109000 | Fine hand grading for top tier, minimum labor/equipment charge | Job | $ - 0 | $ - 0 | ||||
| $ - 0 | ||||||||
| 3 | Site Improvements | $ - 0 | ||||||
| 017123131100 | Survey crew, site concrete layout, 2 person crew | Day | $ - 0 | $ - 0 | ||||
| 031113651000 | CIP concrete forms, slab on grade, 4" high, includes erecting, bracing, stripping and cleaning | LF | $ - 0 | $ - 0 | ||||
| 031505125400 | Chamfer strip, wood, 1" wide | LF | $ - 0 | $ - 0 | ||||
| 032111600602 | Reinforcing steel, in place, slab on grade, #3, A615, grade 60, incl labor for accessories, at 18" OC, BW | Lb | $ - 0 | $ - 0 | ||||
| 032105101540 | Bar chair, plastic tipped legs, 1-1/2" high | C | $ - 0 | $ - 0 | ||||
| 031505308600 | Tie wire for reinforcing bars | Cwt | $ - 0 | $ - 0 | ||||
| 033053404650 | Structural concrete, in place, slab on grade (3,500 psi), 4" thick, includes placing | CY | $ - 0 | $ - 0 | ||||
| 030513203400 | Concrete admixture, integral colors, 10 lb. per CY | CY | $ - 0 | $ - 0 | ||||
| 033113351430 | Concrete retarder, add | CY | $ - 0 | $ - 0 | ||||
| 033513300200 | Concrete finishing, includes edging and joints | SF | $ - 0 | $ - 0 | ||||
| 031516200120 | Sawn joint in green concrete | LF | $ - 0 | $ - 0 | ||||
| 079213200100 | Joint sealants | LF | $ - 0 | $ - 0 | ||||
| 033923130300 | Concrete surface treatment, curing, spayed membrane compound | CSF | $ - 0 | $ - 0 | ||||
| 033113351510 | Structural concrete, for hauling/ holding/waiting time, add | Hr | $ - 0 | $ - 0 | ||||
| 015433102120 | Rent pump concrete truck mounted 4" line 80' boom | EA | $ - 0 | $ - 0 | ||||
| 032111602610 | Dowel sleeve base, plastic, for 3/8" smooth dowel | EA | $ - 0 | $ - 0 | ||||
| 032111602500 | Dowels, smooth, 24" long, 3/8" diameter | EA | $ - 0 | $ - 0 | ||||
| 031516302140 | Expansion joint, recycled paper and fiber, 1/2" x 4" | LF | $ - 0 | $ - 0 | ||||
| 079213200100 | Joint sealants | LF | $ - 0 | $ - 0 | ||||
| Stone Curb | ||||||||
| 312316160015 | Structural excavation, 12" deep x 12" wide x 34 LF | CY | $ - 0 | $ - 0 | ||||
| 312323239900 | Compaction, minimum labor/equipment charge | Job | $ - 0 | $ - 0 | ||||
| 334123190300 | Drainage fill, 3/4" | CY | $ - 0 | $ - 0 | ||||
| 312323151840 | Drainage fill delivery charge, 2 hour round trip | Ton | $ - 0 | $ - 0 | ||||
| 047210100350 | Limestone block, 6" to 8" wide x 8" deep x 12" to 24" | LF | $ - 0 | $ - 0 | ||||
| 312216109000 | Fine hand grading, minimum labor/equipment charge | Job | $ - 0 | $ - 0 | ||||
| $ - 0 | ||||||||
| 4 | Preservation Work | |||||||
| 040120520840 | Cleaning masonry, high pressure wash, heavy soil, biological and mineral staining | SF | $ - 0 | $ - 0 | ||||
| 040120201060 | Pointing masonry, re-point, mask and clean method, lower & upper seat (side wall= 18"x123LF & seat=32"x123LF) | SF | $ - 0 | $ - 0 | ||||
| 099113900600 | Concrete masonry waterproof sealer, 2 coats, spray | SF | $ - 0 | $ - 0 | ||||
| $ - 0 | ||||||||
| Subtotal | $ - 0 | |||||||
| Overhead and Profit | $ - 0 | |||||||
| Bond, Inflation, Contract Type | $ - 0 | |||||||
| *** Valid for 90-Calendar Days*** TOTAL | $ - 0 |
&"-,Regular"&F &A &"-,Regular"Page &P of &N &"-,Regular"&D
Units Abbreviations image1.jpg image2.jpg image3.jpg image4.jpg
File details come from the government source that posted it. Updated .