Blank_Cost_Worksheet_-_126748.xls
XLS spreadsheet 45 KB Posted
- Solicitation number
- 0000000748
About this file
This is a cost worksheet for Materials Testing & Inspection Services (MT&IS) Project Number 126748, issued under Invitation for Bids RESD-15-005M. The worksheet details various testing and inspection requirements across multiple construction disciplines including soils, aggregate, asphalt concrete, reinforcing steel, concrete, masonry, structural steel, structural lumber/roofing, and cladding/curtain walls. The document specifies quantities for numerous tests and inspections, such as 100 concrete compression strength tests, 200 hours of masonry placement inspection, and 150 hours of field welding inspection.
The cost worksheet requires bidders to provide unit costs for each line item, with rates that must not be less than prevailing rates published by the Department of Industrial Relations. Travel time, auto mileage ($0.56/mile maximum), and per diem ($131/day maximum) are only applicable for off-site fabrication facility inspections beyond 100 miles. Travel and per diem rates must align with Department of Personnel Administration (DPA) rates. The document includes space for the bidder's signature and total bid price calculation.
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| File | Type | Posted |
|---|---|---|
| Invitation_for_Bids_-_126748.pdf |
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Text version
Sheet1
| COST WORKSHEET | ||||||||
| Reference Specifications Section 01400, each section of work, in the Project Manual and drawing sheet S0.1, as applicable. | ||||||||
| # | Description | Unit | Cost ($) Per Unit | Estimated Quantity | Total | |||
| SOILS | ||||||||
| 1 | Classification of Soils | ASTM D 2487 | Ea | 5 | $ - 0 | |||
| 2 | Particle-Size Analysis | ASTM D 422 | Ea | 5 | $ - 0 | |||
| 3 | Moisture Content | ASTM D 2216 | Ea | 5 | $ - 0 | |||
| 4 | Liquid / Plastic Limit | ASTM D 4318 | Ea | 5 | $ - 0 | |||
| 5 | Unconfined Compressive Strength | ASTM D 2166 | Ea | 2 | $ - 0 | |||
| 6 | Consolidation | ASTM D 2435 | Ea | 2 | $ - 0 | |||
| 7 | No. 200 Wash | ASTM D 1140 | Ea | 5 | $ - 0 | |||
| 8 | Expansion Index | ASTM D 4829 | Ea | 2 | $ - 0 | |||
| 9 | Sand Equivalent Value | ASTM D 2419 | Ea | 2 | $ - 0 | |||
| 10 | Soil Compaction - Modified | ASTM D 1557 | Ea | 12 | $ - 0 | |||
| FORWARD SOILS TOTAL | $ - 0 | |||||||
| AGGREGATE | ||||||||
| 11 | Reducing Aggregate Samples | ASTM C 702 | Ea | 2 | $ - 0 | |||
| 12 | Organic Impurities | ASTM C 40 | Ea | 2 | $ - 0 | |||
| 13 | Unit Weight / Voids | ASTM C 29 | Ea | 2 | $ - 0 | |||
| 14 | Sodium Sulfate Soundness | ASTM C 88 | Ea | 2 | $ - 0 | |||
| 15 | Moisture Content | ASTM C 566 | Ea | 5 | $ - 0 | |||
| 16 | Clay / Friable Particles | ASTM C 142 | Ea | 2 | $ - 0 | |||
| 17 | Specific Gravity / Absorption - Course | ASTM C 127 | Ea | 2 | $ - 0 | |||
| 18 | Specific Gravity / Absorption - Fine | ASTM C 128 | Ea | 2 | $ - 0 | |||
| 19 | No. 200 Wash | ASTM C 117 | Ea | 2 | $ - 0 | |||
| 20 | Sieve Analysis - Course and Fine | ASTM C 136 | Ea | 5 | $ - 0 | |||
| 21 | Cleanness Value | California Test 227 | Ea | 2 | $ - 0 | |||
| 22 | Density of Lightweight Aggregate | ASTM C 567 | Ea | 5 | $ - 0 | |||
| FORWARD AGGREGATE TOTAL | $ - 0 | |||||||
| ASPHALT CONCRETE | ||||||||
| 23 | Specific Gravity / Density | Ea | 3 | $ - 0 | ||||
| 24 | AC Placement Inspection & Compaction Testing | Hr | 24 | $ - 0 | ||||
| 25 | Coring for Thickness | Hr | 4 | $ - 0 | ||||
| FORWARD ASPHALT CONCRETE TOTAL | $ - 0 | |||||||
| REINFORCING STEEL | ||||||||
| 26 | Special Inspection (Placement) | Hr | 80 | $ - 0 | ||||
| FORWARD REINFORCING STEEL TOTAL | $ - 0 | |||||||
| CONCRETE | ||||||||
| 27 | Compressive Strength (6" x 12" Cylinders) | ASTM C 39 | Ea | 100 | $ - 0 | |||
| 28 | Windsor Probe Evaluation | Hr | 4 | $ - 0 | ||||
| 29 | Anchor / Dowel (Proof Load Testing) | ASTM E 488 | Hr | 4 | $ - 0 | |||
| 30 | Placement Inspection and Sampling | Hr | 80 | $ - 0 | ||||
| 31 | Sample Pick Up | Hr | 10 | $ - 0 | ||||
| FORWARD CONCRETE TOTAL | $ - 0 | |||||||
| MASONRY | ||||||||
| 32 | Mix Design, Review | (By CA Licensed CE) | Ea | 2 | $ - 0 | |||
| 33 | Material Certificate Review | (By CA Licensed CE) | Ea | 4 | $ - 0 | |||
| 34 | Placement Inspection and Sampling | Hr | 200 | $ - 0 | ||||
| 35 | Sample Pick Up | Hr | 200 | $ - 0 | ||||
| FORWARD MASONRY TOTAL | $ - 0 | |||||||
| STRUCTURAL STEEL | ||||||||
| 36 | Welding Procedure Specification (W.P.S.) Review | Ea | 5 | $ - 0 | ||||
| 37 | Welding / Operator Qualification | AWS | Ea | 5 | $ - 0 | |||
| 38 | High Strength Bolt, Nut & Washer for ASTM | |||||||
| A325, A490 (Wedge Tension & Hardness) | ASTM A 370 | Ea | 8 | $ - 0 | ||||
| 39 | High Strength Bolting Inspection & | Hr | ||||||
| Calibrated Skidmore - Wilhelm Device | 6 | $ - 0 | ||||||
| 40 | Shop Welding Inspection | Hr | 120 | $ - 0 | ||||
| 41 | Field Welding Inspection | Hr | 150 | $ - 0 | ||||
| FORWARD STRUCTURAL STEEL TOTAL | $ - 0 | |||||||
| STRUCTURAL LUMBER / ROOFING | ||||||||
| 42 | Built-Up Roofing Weight Analysis | Ea | 2 | $ - 0 | ||||
| 43 | Built-Up Roofing Ply Separation / Analysis | Ea | 2 | $ - 0 | ||||
| FORWARD STRUCTURAL LUMBER / ROOFING TOTAL | $ - 0 | |||||||
| CLADDING / CURTAIN WALLS | ||||||||
| 44 | Flexural Strength Test | ASTM C 880 | Ea | 4 | $ - 0 | |||
| 45 | Anchorage Test | ASTM C 1354 | Ea | 4 | $ - 0 | |||
| 46 | Air Infiltration Test | ASTM E 783 | Ea | 2 | $ - 0 | |||
| 47 | Water Penetration Test | ASTM E 1105 | Ea | 2 | $ - 0 | |||
| FORWARD CLADDING / CURTAIN WALLS TOTAL | $ - 0 | |||||||
| MISCELLANEOUS EXPENSES | ||||||||
| 48 | Staff (See NOTES #3.) | Hr | 5 | $ - 0 | ||||
| 49 | Travel Time Rate over 100 miles* | Hr | 200 | $ - 0 | ||||
| 50 | Auto Mileage ($.56 maximum/mile) over 100 miles* | Mile | 2000 | $ - 0 | ||||
| 51 | Per Diem ($131 maximum/day) over 100 miles* | Day | 20 | $ - 0 | ||||
| FORWARD MISCELLANEOUS TOTAL | $ - 0 | |||||||
| TOTAL COST FOR MT&IS | $ - 0 | |||||||
| NOTE: Hourly rates shall not be less than prevailing rates, if applicable, as published by Department of Industrial Relations. | ||||||||
| *Travel Time Rate, Auto Mileage and Per Diem are applicable ONLY for inspections at off-site fabrication facilities, if any. | ||||||||
| Travel and per diem rates shall be set in accordance with the rates of the Depart ment of Personnel Administration (DPA) | ||||||||
| COST SHEET | ||||||||
| Total | "Soils" | $ - 0 | ||||||
| Total | "Aggregate" | $ - 0 | ||||||
| Total | "Asphalt Concrete" | $ - 0 | ||||||
| Total | "Reinforcing Steel" | $ - 0 | ||||||
| Total | "Concrete" | $ - 0 | ||||||
| Total | "Masonry" | $ - 0 | ||||||
| Total | "Structural Steel" | $ - 0 | ||||||
| Total | "Structural Lumber / Roofing" | $ - 0 | ||||||
| Total | "Cladding / Curtain Walls" | $ - 0 | ||||||
| Total | "Miscellaneous Expenses" | $ - 0 | ||||||
| Bidder Signature | Total Bid Price $ | $ - 0 |
&LInvitation for Bids RESD-15-005M&"Arial,Italic" &"Arial,Bold"MT&"Wingdings 2,Regular"Z&"Arial,Bold"IS Project Number 126748&"Arial,Italic"
&RAttachment 2 Cost Worksheet rogbrown:
Review each projects specification to determine if 2008 CSI version is used. If so, modify 01400 to 01 45 29.
Sheet2
Sheet3
File details come from the government source that posted it. Updated .