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Mix Design Government Bids & RFPs

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90% recommend BidHits (1073 real users, 07/21/2026). Methodology

USA | CA | SHASTA COUNTY | REDDING Small City

Shasta County

On Call Materials Testing The County carries out various public works projects and maintenance activities, using a variety of local, state, and federal funding sources. Due to limited in- house staffing and expertise, the County is seeking a qualified consulting firm to provide materials testing services. This RFQ is not for specific projects, but for specific services. The Consultant will have strong, demonstrated experience performing materials testing analysis.

Materials Testing Services On- call materials testing services, including laboratory materials acceptance standard tests ( gradation, compaction curve, r- value, sand equivalent, durability index), field observation and density compaction testing, special inspection and materials testing ( asphalt concrete pavement, steel, portland cement concrete, welding), sampling and testing of cast concrete and shotcrete, welding inspections, and structural steel bolting.

Bid Close Date:

Documents

Lot 125: Structural Concrete Mix Design Review

Lot 126: Asphalt Concrete Mix Design Review

Lot 1: Project /Laboratory Manager

Lot 2: Laboratory Technician ( for tests or services not listed below)

Lot 3: Field Technician Hourly Rate ( FTHR) with Vehicle Properly Equipped to Perform Required Field Tests and Inspections.

Lot 4: Travel Time

Lot 5: Mileage

Lot 6: California Test 202 - Sieve Analysis of Fine and Coarse Aggregates

Lot 7: California Test 204 - Liquid Limit, Plastic Limit, and Plasticity Index of Soils

Lot 8: California Test 205 - Percentage of Crushed Particles

Lot 9: California Test 206 - Specific Gravity and Absorption of Coarse Aggregate

Lot 10: California Test 207 - Specific gravity and Absorption of Fine Aggregate

Lot 11: California Test 208 - Apparent Specific Gravity of Fine Aggregates

Lot 12: California Test 209 - Specific gravity of Soils

Lot 13: California Test 211 - Abrasion of Coarse Aggregates using Los Angeles Rattler

Lot 14: California Test 212 - Unit Weight of Aggregate

Lot 15: California Test 213 - Organic Impurities in Concrete Sand

Lot 16: California Test 214 - Soundness of Aggregates by Use of Sodium Sulfate

Lot 17: California Test 216 - Relative Compaction of Soils and Aggregates

Lot 18: California Test 217 - Sand Equivalent

Lot 19: California Test 223 - Surface Moisture in Concrete Aggregates by the Displacement Method ( Field Method)

Lot 20: California Test 224 - Bulk Specific Gravity ( S. S. D. ) of Coarse Aggregate By the Displacement Method ( Field Method)

Lot 21: California Test 225 - Bulk Specific Gravity ( S. S. D. ) of Fine Aggregate By the Displacement Method ( Field Method)

Lot 22: California Test 226 - Moisture Content of Soils and Aggregates By Oven Drying

Lot 23: California Test 227 - Evaluating Cleanness of Coarse Aggregate

Lot 24: California Test 229 - Durability Index

Lot 25: California Test 231 - Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gage

Lot 26: California Test 233 - Ascertaining the Homogeneity of Concrete In Cast- In- Drilled- Hole Piles Using the Gamma- Gamma Test Method

Lot 27: AASHTO T27 - Aggregate Gradation

Lot 28: AASHTO T 304, Method A - Fine Aggregate Angularity

Lot 29: ASTM D422 /AASHTO T88 - Particle Size, Analysis ( Hydrometer)

Lot 30: ASTM D854 - Specific Gravity of Soils

Lot 31: ASTM **** - Laboratory Compaction, Modified effort

Lot 32: ASTM **** - Density by Sand Cone

Lot 33: ASTM **** - Moisture Content

Lot 34: ASTM **** - Plasticity Index, Liquid Limit and Plastic Limit

Lot 35: ASTM **** - Flat and Elongated Particles

Lot 36: ASTM **** - Percentage of Fractured Particles in Coarse Aggregate

Lot 37: ASTM **** - Nuclear Gage Compaction

Lot 38: California Test 301 - Resistance " R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer

Lot 39: California Test 302 - Film Stripping

Lot 40: California Test 308 - Bulk Specific Gravity and Density of Compacted Hot Mix Asphalt ( HMA)

Lot 41: California Test 309 - Theoretical Maximum Specific Gravity and Density of Hot Mix Asphalt ( HMA)

Lot 42: California Test 310 - Asphalt and Moisture Contents of Bituminous Mixtures by Hot Solvent Extraction

Lot 43: California Test 312 - Design and Testing of Classes " A" and " B" Cement Treated Bases

Lot 44: California Test 331 - Residue by Evaporation of Latex Modified Asphalt

Lot 45: California Test 332 - Recovery from Deformation of Latex Modified Asphalt Emulsion Residue

Lot 46: California Test 338 - Cement or Lime Content in Treated Aggregate by the Titration Method

Lot 47: California Test 339 - Field Test for the Determination of Distributor Spread Rate

Lot 48: California Test 371 - Tensile Strength Ratio

Lot 49: California Test 375 - In- place Density and Relative compaction of Hot Mix Asphalt

Lot 50: California Test 384 - Gradation for HMA using up to 25% RAP

Lot 51: California Test 401 - Latex Concentration in Asphalt Emulsions

Lot 52: AASHTO R28 - Pressure Aging Vessel

Lot 53: AASHTO T27 - Sieve Analysis of Fine and Coarse Aggregates

Lot 54: AASHTO T44 - Solubility

Lot 55: AASHTO T48 - Flash Point

Lot 56: AASHTO T49 - Penetration of Bituminous Materials

Lot 57: AASHTO T51 - Ductility

Lot 58: AASHTO T59 - Test for Emulsified Asphalts

Lot 59: AASHTO T96 - Abrasion of Coarse Aggregates using Los Angeles Rattler

Lot 60: AASHTO T176 - Sand Equivalent

Lot 61: AASHTO T164 /ASTM **** - Binder Recovery

Lot 62: AASHTO T209 - Theoretical Maximum Density

Lot 63: AASHTO T240 - Rolling thin Film Oven

Lot 64: AASHTO T255 - Moisture Content

Lot 65: AASHTO T269 - Air Void Content

Lot 66: AASHTO T283 - Moisture Susceptibility

Lot 67: AASHTO T301 - Elastic Recovery

Lot 68: AASHTO T308 Method A - Asphalt Binder Content of Bituminous Paving

Lot 69: AASHTO T313 - Creep Stiffness

Lot 70: AASHTO T315 - Dynamic Shear

Lot 71: AASHTO T316 - viscosity

Lot 72: AASHTO T324 M - Hamburg Wheel

Lot 73: AASHTO T329 - Moisture Content of Bituminous Mixtures

Lot 74: AASHTO T335 - Percentage of Crushed Particles

Lot 75: ASTM D92 - Asphalt Modifier Flashpoint, Cleveland Open Cup

Lot 76: ASTM D244 - Standard Test Methods and Practices for Emulsified Asphalts

Lot 77: ASTM D297 - Crumb Rubber Modifier Rubber Content

Lot 78: ASTM D445 - Asphalt Modifier Viscosity

Lot 79: ASTM **** - Asphalt Modifier Molecular Analysis

Lot 80: ASTM **** - Viscosity of Asphalts by VCV

Lot 81: ASTM **** M - Quantitative Extraction of Bitumen from Bituminous Paving Mixtures

Lot 82: ASTM **** - Ash Content

Lot 83: ASTM **** - Asphalt Rubber Binder Viscosity

Lot 84: Standard Specifications, Section 92 - Tack Coat, Asphaltic Emulsion

Lot 85: Standard Specifications, Section 92 - Tack Coat, Asphalt Binder

Lot 86: Standard Specifications, Section 92 - Asphalt Binder Properties

Lot 87: SP- 2 Asphalt Mixture Volumetric - Dust Proportion

Lot 88: SP- 2 Asphalt Mixture Volumetric - Voids in Mineral Aggregate

Lot 89: ISSA TB- 100 - Wet Track Absorption

Lot 90: ISSA TB- 106 - Slurry Seal Consistency

Lot 91: ISSA TB- 109 - Excess Asphalt

Lot 92: ISSA TB- 113 - Mix time @77 Degrees F

Lot 93: ISSA TB- 114 - Wet Stripping

Lot 94: ISSA TB- 115 - Compatibility

Lot 95: ISSA TB- 139 - Cohesion

Lot 96: California Test 405 - Chemical Analysis of Water

Lot 97: California Test 415 - Chloride Content in Organic Additives for Portland Cement Concrete

Lot 98: California Test 422 - Testing Soils and Water for Chloride Content

Lot 99: California Test 424 - Testing Conductivity of Soils and Water

Lot 100: California Test 504 - Air Content of Freshly Mixed Concrete by the Pressure Method

Lot 101: California Test 515 - Relative Mortar Strength of Portland Cement Concrete Sand

Lot 102: California Test 518 - Unit Weight of Fresh Concrete Including Yield

Lot 103: California Test 521 - Concrete Cylinder Compression Test ( Set of 4)

Lot 104: California Test 523 - Flexural Strength of Concrete

Lot 105: California Test 528 - Freeze- Thaw Resistance of Aggregates in Air- Entrained Concrete

Lot 106: California Test 529 - Proportions of Coarse Aggregate in Fresh Concrete

Lot 107: California Test 530 - ASTM C157 - Effect of Water- Reducing and Set- Retarding Admixtures on the Drying Shrinkage of Concrete

Lot 108: California Test 533 - Ball Penetration in Fresh Portland Cement Concrete

Lot 109: California Test 537 - Drying Shrinkage of Light Weight Concrete

Lot 110: California Test 539 - Sampling Fresh Concrete

Lot 111: California Test 540 - Making, Handling and Storing Concrete Cylinders in the Field

Lot 112: California Test 541 - Flow of Grout Mixtures ( Flow Cone Method)

Lot 113: California Test 547 - Operation of Bridge Profilograph and Evaluation of Profiles

Lot 114: California Test 548 - Evaluation of Aggregate for Lean Concrete Base ( LCB)

Lot 115: California Test 549 - Prequalification of Concrete Aggregates

Lot 116: California Test 556 - Slump of Fresh Portland Cement

Lot 117: ASTM C31/31M - Air Content

Lot 118: ASTM C173/C173M - Air Content

Lot 119: ASTM C143 - Slump

Lot 120: ASTM C260 - Air Entraining Properties, Chloride Identification

Lot 121: ASTM C494 - Water Reducers, Set Retarders, Chloride Identification

Lot 122: ASTM C109 - Masonry Grout/Mortar

Lot 123: California Test 643 - Resistivity and pH Measurements for Soil and Water

Lot 124: California Test 670 - Mechanical and Welded Reinforcing Steel Splices

Lot 125: Structural Concrete Mix Design Review

Lot 126: Asphalt Concrete Mix Design Review

Lot 127: Compression Test, 8" x8" x16" CMU Prism or Smaller

Lot 128: Percolation Rate of Soils Using 12" Diameter Hole ( Excluding I. D. Trenches)

Lot 129: Percolation Rate of Soils Using 6" Diameter Hole ( Excluding I. D, Trenches)

USA | FL | MIAMI- DADE COUNTY | MIAMI Midsize City

Miami- Dade County Public Schools - FL

Mixed

GROUND LEASE OPPORTUNITY AT RUTH OWENS KRUSE EDUCATIONAL CENTER - SECTION 4 - SCOPE OF SERVICES This section identifies the levels of performance that are desired by the District. Proposers are instructed to indicate a response to ALL service requirements and specifications contained in this Section in the order listed using the same numbering system. The inability or denial expressed in a proposal, or omission in the proposal, to offer to comply/conform with the technical requirements of this Section of t

Ground Lease Opportunity Long- term ground lease and redevelopment of district- owned land at Ruth Owens Kruse Educational Center, **** SW 76th Street, Miami, Florida. The project' s primary objective is to deliver workforce housing to support the recruitment and retention of Miami- Dade County Public Schools ( MDCPS) employees, while also generating long- term revenue and community benefits. The property consists of approximately 5. 7 acres of vacant land. Proposals should include high- quality architectural and site design, consider housing market trends, incorporate amenities or community- serving features, integrate green buffers/open space, include space for educational or community- serving purposes, address density/parking/traffic, and consider existing redevelopment plans and adjacent infrastructure.

Bid Close Date:

Documents

USA | CT | NEW HAVEN COUNTY | NEW HAVEN | 06511 Midsize City

Elm City Communities - Ct - Glendower

Mixed

Architectural & Engineering Westville Manor

Architectural and Engineering Services for Westville Manor Redevelopment Comprehensive architectural and engineering services for the redevelopment of Westville Manor, including project management, site analysis, redevelopment program validation, site planning, civil engineering analysis, sustainability and energy efficiency, schematic design, design development, construction documents, cost estimating, permitting, financing agency coordination, procurement bidding, and construction administration.

Bid Close Date:

Documents

USA | MI | OGEMAW COUNTY | WEST BRANCH | 48661 Small City

Ocmi - Ogemaw County - MI

Website Design

Master Plan Update/Rewrite Master Plan Update/Rewrite services for Ogemaw County, including review of current plan, zoning ordinance updates, public engagement, school district needs assessment, energy infrastructure, housing, commercial/industrial development, mixed- use developments, marketing and economic development strategies, development direction, population changes, land use, regional changes, implementation plan, utility impact, transportation plans, parks and nonmotorized facilities, strategic partnerships, and zoning ordinance improvements.

Documents

USA | PA | PHILADELPHIA COUNTY | PHILADELPHIA

Dept Of Defense- Defense Logistics Agency- Troop Support Subsistence- Dla Troop Support

Beverage Mix

UGR- E Components - Solicitation for UGR- E Components

UGRE Components 1. Tortilla flour, 2pkg 9bag pcrt008b, flavor 1, type i 2. Jalapeno cashews, bag of 18 ****, type iii, size 2, style c 3. Chocolate disks, pan coated 9bg ****, type iv, style a, flavor 1 4. Peanut butter pan coated 9bg ****, type iv, style a, flavor 4 5. Coffee, instant 18bg ****, type iii, style a, pack 2 6. Hand cleaner towelette 18bg aa461d, type i, style 2, packaging a 7. Choc protein drink powder 9bg pcrc082b, flavor 1 8. Granola, wmilk blueberries 9bg pcrg003b, type i 9. Bev base pouch, fruit punch 9bg pcrb055a, form b, design b, flavor 1 10. Bev base pouch, grape 9bg pcrb055a, form b, design b, flavor 2 11. Bev base pouch, lemonlime 9bg pcrb055a, form b, design b, flavor 3 12. Bev base pouch, orange 9bg ****, design d, type iii, flavor 1, formulation h

Bid Close Date:

Documents
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