1-B26-031.Pricing Form.xls
XLS spreadsheet 77 KB Posted
- Solicitation number
- B26-031
- Issued by
- Fort Bend County, Texas
About this file
This is a pricing form for a term contract for earthen road materials issued by Fort Bend County, Texas, covering the period from April 1, 2026, through March 31, 2027. The contract encompasses a comprehensive range of road construction and maintenance materials, including asphalt stabilized base with and without recycled asphalt pavement (RAP), cement-stabilized sand, flexible base materials in various grades and sizes, crushed concrete, processed pit run, hot mix asphaltic concrete pavement, cold-laid asphaltic concrete, pre-coated coverstone, pulverized existing asphalt and base materials, recycled asphalt, field sand, fly ash, lime and lime slurry, limestone aggregates, traprock, bullrock, rip rap, decomposed granite gravel, and Portland cement for road stabilization. The contract requires vendors to submit detailed pricing for each material category, including unit prices, transportation costs, minimum order quantities, and delivery fees based on plant location to jobsite distance.
Vendors must provide pricing on a per-ton or per-linear-foot basis, depending on the material type, with separate line items for plant-to-jobsite first-mile delivery and each additional mile beyond the first mile. For pulverizing services, pricing is requested per linear foot for depths ranging from two inches to fourteen inches. Contractors are responsible for providing equipment, operators, fuel, and materials, with Fort Bend County providing support equipment and traffic control devices unless otherwise specified. Payment terms stipulate that Fort Bend County will issue checks within thirty days of receiving a complete invoice. The pricing form requires vendors to identify their plant or pit locations, specify minimum order requirements, and include laydown pricing where applicable. Vendors are expected to meet all TXDOT specifications and material standards outlined in the document, ensuring compliance with applicable testing procedures and quality requirements.
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| File | Type | Posted |
|---|---|---|
| 3-B26-031.Legal Notice.pdf | ||
| 2-B26-031.Earthen Road Materials.pdf |
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Text version
Detail Pricing
| Fort Bend County Pricing Form | |
| Bid 26-031 | |
| Term Contract for Earthen Road Materials | |
| Term: April 1, 2026 through March 31, 2027 | |
| VENDOR NAME: | |
| Asphalt Stabilized Base, TXDOT Item 292, Black Base GR2 without RAP (Price Per Ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Asphalt Stabilized Base, TXDOT Item 292, Black Base GR2 with RAP (Price Per Ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Cement Stabilized Sand, TXDOT & PT #400.5 Portland Cement, Type I, 2 sack minimum, (price per ton) | Unit Bid Price |
(Per Ton)
| Sand - Washed sand from an approved surface having a P.I. of 4 or less. May contain deleterious materials not be exceed the following weight: |
| Material removed by decantation: 5.0% |
Clay lumps: 0.5% Other deleterious substances such as Shale, Coal, etc. 2.0% Grade Retainage:
3/8 inch screen 0% 1/4 inch screen 0-5% 20 mesh screen 15-50% 100 mesh screen 80-100%
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Per 1/2 sack cement | |
| Minimum Order | |
| VENDOR NAME: | |
| Flexible Base, must be free of foreign materils (asphalt, base, dirt, wire or any uncommon items), Type "A", Grade "1", Crushed Concrete, (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Flexible Base, must be free of foreign materils (asphalt, base, dirt, wire or any uncommon items), Type "A", Grade "1", Crushed Concrete with 3% cement added, (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Flexible Base, TXDOT Item 247, 3/4", Type "D", Grade "1", (price per ton) | Unit Bid Price (Per Ton) |
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Flexible Base, TXDOT Item 247, 1 1/2", Type "D", Grade "1", (price per ton) | Unit Bid Price (Per Ton) |
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Flexible Base, TXDOT Item 247, 3/4", Type "B", Grade "1", (price per ton) | Unit Bid Price (Per Ton) |
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Flexible Base, TXDOT Item 247, 1 1/2", Type "B", Grade "1", (price per ton) | Unit Bid Price (Per Ton) |
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| VENDOR NAME: | |
| Processed Pit Run, approximately 5/8" Diameter (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Minimum Order | |
| Hot Mix Asphaltic Concrete Pavement: TxDOT Item 340, Type D, without rap, Sac B, PG, 64-22 (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Hot Mix Asphaltic Concrete Pavement: TxDOT Item 340, Type D, with rap, Sac B, PG, 64-22 (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Hot Mix-Cold Laid, Asphaltic Concrete Pavement, Type D: TXDOT Item 350 (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Pre-coated Coverstone: PB-3 (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Pre-coated Coverstone: PB-4 & PB5 (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding |
| Plant to Jobsite-1st mile |
| Each add'l mile |
| Laydown |
| Plant Location/s |
| Minimum Order |
| VENDOR NAME: |
| Pulverizing Existing Asphalt and/or Base Road |
| This item shall consist of pulverizing an existing asphalt and/or base road up to a depth of 14" in increments of 2". |
| Construction Methods: |
■The contractor will be responsible for coring road and providing result to the Fort Bend County Road Commissioner before milling commences.
■The pavement shall be pulverized to the depth and width as shown on the plans or as directed by the County representative.
■After pulverization all material, except the existing individual aggregate, shall pass the 2 inch square sieve.
■Pulverizing material will be loaded by vendor onto County trucks or Contractor's trucks.
■The contractor will be responsible for removal of all material left on roadway or milled sections unless otherwise specified by County Road Commissioner and/or County Represenative.
■Pulverize existing material in-place, County to furnish support equipment.
| Equipment: ■The equipment for pulverizing the existing asphalt and/or base road shall be approved by the County Road Commissioner and/or County Representative prior to commencement of work. Signage/traffic control devices will be provided by Fort Bend County unless otherwise specified. |
| Measurement: |
■ Work prescribed by this item will be measured by the liner foot of roadway.
■ Measurement will be made only one time for each roadway regardless of the number of passes required to be made by the machine in order to secure the depth, width and gradation desired. The only exception to this will be roadways with an average width greater than 24 feet in which case the County will pay for additional linear feet based on the percentage by which the average width exceed 24 feet.
| Payment and bid price: | |
| ■The work performed as prescribed by this item, measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "Pulverizing Existing Asphalt and/or Base Road", which shall be full compensation for pulverizing an existing asphalt and/or base roadway, including furnishing the reclaimer, an operator, fuel, oil, grease and any necessary parts and repairs. Payment by Fort Bend County will be by check within thirty (30) days after receipt of complete invoice. | |
| Pulverizing Only (price per Linear Foot) | Unit Bid Price |
(Per Linear Foot)
| Up to a depth of 2" | |
| Up to a depth of 4" | |
| Up to a depth of 6" | |
| Up to a depth of 8" | |
| Up to a depth of 10" | |
| Up to a depth of 12" | |
| Up to a depth of 14" | |
| Pulverizing Existing Materials In-Place per Linear Foot | |
| Contractor will credit Fort Bend County for Pulverized Material: | Unit Bid Price |
(Per Ton)
| Transported by Fort Bend County vehicles | |
| Transported by contractor’s vehicles | |
| VENDOR NAME: | |
| Recycled Asphalt, Screened, 3" Diameter Maximum (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Field Sand (price cubic yard) | Unit Bid Price |
(Per Cubic Yard)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location | |
| Minimum Order | |
| Fly Ash (price per ton) | Unit Bid Price |
(Per Ton)
| This item is a by-product of coal-fired electric generating plants. |
| ■ The fly ash shall be specified Class C in accordance with ASTM C-618. The fly ash shall meet the requirements of Texas State Department of Highways and Public Transportation. Departmental material specification D-9-8900 type B fly ash. |
■ The fly ash shall be from a single source of coal. The fly ash shall meet or be below the regulatory limits for TCLP extraction per EPA reference SW-84 method 1311.
| Installation (optional): |
| ■ Fly ash shall be delivered by pneumatic tankers and the product is to be discharged with a spreader bar. |
■ Each truck shall produce a weight ticket showing total product weight.
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| VENDOR NAME: | |
| Fly Ash Stabilized Road Mix 50/50: | Unit Bid Price |
(Per Ton)
| ■Fly ash stabilized scrubber base 50/50 is composed of coal-combustion mineral byproducts. The final processed base shall be clean and shall have a plasticity index of six (6) or less when tested in accordance with ASTM D423 and D424. |
| ■Fly ash stabilized road mix 50/50 shall contain bottom ash and fly ash. |
| ■The fly ash shall be specified Class C in accordance with ASTM C-618. The fly ash shall meet the requirements of Texas State Department of Highways and Public Transportation Departmental Materials Specifications D-9-8900 Type B Fly Ash. |
■The processed road mix base shall produce a minimum unconfined compressive strength of 100 psi in 48 hours when compacted to 95% of ASTM D698 C31 (Item 9), and tested in accordance with ASTM C31.
■Additional water will not be added during the production of fly ash stabilized road mix 50/50.
■The mixture of the fore named components in the production of fly ash stabilized road mix 50/50 shall include the proper percentages as to produce a homogenous blend.
■The fly ash stabilized road mix 50/50 shall produce a minimum unconfined compressive strength of 100 psi in 48 hours when compacted to 95% of ASTM D698 C31 (Item 9), and tested in accordance with ASTM C31.
| Installation (optional): | |
| Fly ash stabilized road mix 50/50 shall be installed with on site equipment which may include a disc or pulvermixer at a depth at which will produce a homogenous blend 50/50 on the soil to be stabilized. Compaction shall be such as to produce a ninety five percent (95)% of density as determined by ASTM D-698 laboratory testing. | |
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location | |
| Minimum Order | |
| Texas ASPPM Grade IV Cold Mix - Road repair material, (price per ton) | Unit Bid Price |
(Per Ton)
| This product will be used by Fort Bend County as a permanent cold patch material for repair of roads. | |
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Limestone Rock Asphalt: TxDOT Item DMS-9210 LRA, Type CC, D, AA (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding |
| Plant to Jobsite-1st mile |
| Each add'l mile |
| Laydown |
| Plant Location/s |
| Minimum Order |
| VENDOR NAME: |
| Lime and Lime Slurry - TXDOT Item 264 |
| This item establishes the requirements for commercial lime slurry of the type and grade considered suitable for use in the treatment of natural or processed material or mixtures for sub-grade, sub-base and base contraction. |
| Types: The various types and grades are defined and identified as follows: |
| ■ Type A, Hydrated Lime, a dry powdered material consisting essentially of calcium hydroxide. |
■ Type B, Commercial Lime Slurry, a liquid mixture of essentially hydrated lime solids and water in slurry form.
■ Type C, Quicklime, a dry material consisting essentially of calcium oxide. It shall be furnished in either of two grades which differ in sizing.
■ Grade DS, “pebble” quicklime of a graduation suitable for either “Dry Placing” or for use in the preparation of slurry for “Wet Placing”.
■ Grade S, finely-graded quicklime for use in the preparation of a slurry for wet placing. (Note: Due to the possibility of appreciable amounts of finely divided, powdered quicklime being present in this product, the use of Type C, Grade S Quicklime is restricted to “Slurry Placing” only. It is considered to be unsuitable for “Dry Placing”.)
General: Lime shall be applied as provided for in the governing specifications, as a mixture of lime solids and water in the form of lime slurry.
For wet application, lime slurry may be delivered to the job site as Type B, Commercial Lime Slurry or a lime slurry may be prepared at the job site or other location approved by the Engineer, by using Type A Hydrated Lime or Type C Quicklime as specified.
| The lime and lime slurry being furnished under the terms of this specification shall, in addition to all other requirements, also meet the following chemical and physical requirements. | ||||
| Chemical: | Type A | Type B | Type C | |
| Total “active” lime content, % by wt - - - - - - - | ||||
| (i.e., % by wt Ca(OH)2 + % by wt CaO, if present) | 90.0 min¹ | 87.0 min² | - | |
| Unhydrated lime content, % by wt CaO: - - - - - | 5.0 max | - | 87.0 min | |
| “Free Water” content, % by wt H2O: - - - - - - - - | 5.0 max | - | - | |
| Physical: (Wet sieve requirement, as % by wt residue): | Type A | Type B | Type C | |
| Retained on No. 6 (33360 micron) sieve: - - - - - | 0.2 max | 0.2 max² | 8.0 max³ | |
| Retained on No. 30 (590 micron) sieve: - - - - - - | 4.0 max | 4.0 max² | - | |
| Physical: (Dry sieve requirement, as % by wt residue): | Type A | Type B | Type C | |
| Retained on a 1-inch (25 mm) sieve: - - - - - - - - | - | - | 0 | |
| Retained on a 3/4 inch (19.0 mm) sieve: - - - - - - | - | - | 10.0 max | |
| Retained on a No. 100 (150 micron) sieve: - - - - | - | - | Grade DS-80% min. Grade S-no limits | |
| VENDOR NAME: | ||||
| Lime and Lime Slurry - TXDOT Item 264, (cont'd) | ||||
| Note 1: No more than 5.0% by weight CaO (unhydrated lime) will be allowed in determining the total “active” lime content. | ||||
| Note 2: In “solids content” of the slurry. | ||||
| Note 3: The amount of total “active” lime content, as CaO, in the material retained on the No. 6 sieve must not exceed 2.0 percent by weight of the original Type C lime. | ||||
| Type B, Commercial Lime Slurry or a slurry prepared at the job site from Type A Hydrated Lime of Type C Quicklime shall be furnished at or above the minimum “Dry Solids” content as approved by the Engineer and must be of a consistency that can be handled and uniformly applied without difficulty. The slurry shall be free of liquids other than water and any materials of a nature injurious or objectionable for the purpose intended. | ||||
| The use of carbide lime or by-product lime is prohibited. | ||||
| Grade 1: The “Dry solids” content shall be at least 31% by weight of the slurry and the quantity of lime will be calculated by the ton of 2,000 lbs., based on the 31 percent dry weight solids. | ||||
| Grade 2: The “Dry solids” content shall be at least 35% by weight of the slurry and the quantity of lime will be calculated by the ton of 2,000 lbs., based on the 35 percent dry weight solids. | ||||
| Grade 3: The “Dry solids” content shall be at least 46% by weight of the slurry and the quantity of lime will be calculated by the ton of 2,000 lbs., based on the 46 percent dry weight solids. | ||||
| Sampling and Testing: The sampling and testing of lime shall be as determined by Test Method Tex-600-J, “Lime Testing Procedure”. | ||||
| Measurement and Payment: Lime will be measured and paid for at the unit price bid per ton of 2,000 lbs., dry weight of “lime” of the type specified, which price shall be fully compensation for supplying the lime, for all mixing, spreading, drying, application of the lime, water content of the slurry, for all manipulations required, for all hauling, and freight involved., for all tools, equipment and labor and for all incidentals necessary to satisfactorily complete the work, except as herein after specified. Hauling and freight involved in delivery of the slurry, shall be paid as a separate bit item in a per mile, per ton of dry solid weight basis, measured from the loading or mixing site to the specified job site. | ||||
| PRICING: | Unit Bid Price | |||
| Percentage of Solid Contents | DRY SOLIDS | Hauling & Freight | Hauling & Freight | |
| $/Ton/Mile | $/Ton/Mile | |||
| Unit Bid Price per Ton | 1st Mile | Additional Mileage | ||
| 31% Dry solids | ||||
| 35% Dry solids | ||||
| 46% Dry solids | ||||
| VENDOR NAME: | ||||
| Type A Hydrated Lime: TXDOT Item 264, 90.0% Ca(OH) 2 Min., Delivered in closed Tankers (price per ton) | Unit Bid Price |
(Per Ton)
| Delivered and Applied at Jobsite | |
| Plant Location/s | |
| Asphalt aggregate, limestone Type D, 7/16" by #4 graduation (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Minimum Order | |
| Type C, Hot Mix Asphaltic Concrete Pavement: TXDOT Item 341, Class A aggregates with PG7622 oil (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Minimum Order | |
| 623 Traprock Grade 3, TXDOT Item 302 (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Minimum Order | |
| 623 Traprock Grade 5, TXDOT Item 302 (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Minimum Order | |
| VENDOR NAME: | |
| Bullrock 3” x 5” (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Installation | |
| Minimum Order | |
| Rip Rap, Grade 1, 12” to 18” (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Minimum Order | |
| Limestone Base 1 1/2" (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Minimum Order | |
| Limestone Base 3/4" (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Plant Location/s | |
| Minimum Order | |
| VENDOR NAME: | |
| Screened Decomposed Granite Gravel ¾-: (price per ton) | Unit Bid Price |
(Per Ton)
| Grain Size in Millimeters: | ||
| % Cobbles | 0.0 | |
| % Gravel | 32.0 | |
| % Sand | 57.0 | |
| % Silt or Clay | 11.0 | |
| Classification: | ||
| Sample No. | 95/878 | |
| LL | 41 | |
| PL | 19 | |
| PI | 22 | |
| Plant/Pit/Siding | ||
| Plant to Jobsite-1st mile | ||
| Each add'l mile | ||
| Plant Location/s & Phone Number | ||
| Minimum Order | ||
| Road Stabilization Portland Cement: TxDOT Item 524.2, Type 1, 2, (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Minimum Order | |
| Reclaimed Portland Cement for Stabilization of Material (road mixed): Class A or H, containing no hazardous components (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding | |
| Plant to Jobsite-1st mile | |
| Each add'l mile | |
| Laydown | |
| Plant Location/s | |
| Minimum Order | |
| Minimum Order | |
| Type F Limestone (price per ton) | Unit Bid Price |
(Per Ton)
| Plant/Pit/Siding |
| Plant to Jobsite-1st mile |
| Each add'l mile |
| Laydown |
| Plant Location/s |
| Minimum Order |
| Minimum Order |
&C&"Times New Roman,Regular"&P&R&"Times New Roman,Regular"Initialso of Bidder:_________
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