Attach 13_Project 2_3052.xlsx
XLSX spreadsheet 26 KB Posted
- Attached to
- PKAA Pavements IDIQ (Construction) Federal contract opportunity
- Solicitation number
- FA461324R0002
About this file
This document provides details for a federal contract opportunity for pavement projects issued by the Department of the Air Force Global Strike Command. The solicitation number is FA461324R0002 for an IDIQ contract between $5 million and $10 million to maintain base pavements from 2024 through 2029. All questions are due by March 12, 2024 at 10:00 AM Mountain Time. An organized site visit is available upon request by March 8, 2024 at 10:00 AM Mountain Time, with any amendment providing site visit details to be issued. The NAICS code is 237310 with a size standard of $45 million. Task order level funding and performance periods will be determined at the task order level.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment FA461324R00020002 SF30.pdf | ||
| Attach 16_Use of Non-Government Advisors.pdf | ||
| Attach 12_Project 2_SOW.pdf | ||
| Attach 10_Project 1_SOW.pdf | ||
| Attach 5_WD_WY20230040_25Aug23.pdf | ||
| Attach 15_Project 3_3052.xlsx | XLSX spreadsheet | |
| Attach 8_WD_CO20230011_14July23.pdf | ||
| Attach 7_WD_NE20230030_6Jan23.pdf | ||
| Solicitation - FA461324R0002.pdf | ||
| Attach 11_Project 1_3052.xlsx | XLSX spreadsheet | |
| Attach 2_130005_Environmental_Specifications_Jan2023.pdf | ||
| Attach 6_WD_WY20230038_25Aug23.pdf | ||
| Attach 14_Project 3_ SOW.pdf | ||
| Attach 9_WD_CO20230014_14July23.pdf | ||
| Attach 4_Anticipated Task.pdf | ||
| Attach 3_AF Form 66.pdf | ||
| Attach 1_Specifications Maintain Base Pavement_18Jan24.pdf |
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Text version
Project 2
| Solicitation FA461324R0002_Project 2_3052 | |||||||||
| CLIN | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | TOTAL PRICE | DESCRIPTION | |||
| 1 | Performance Bond | % | $ - 0 | Submission of Surety for Contract | |||||
| 1 | Traffic Control | % | $ - 0 | Signs, drums, tubular markers, striping tape, flaggers, paddles, barricades, temporary pavement, and other items required to provide temporary detours, temporary traffic control, and otherwise regulate, warn, or guide traffic through or around the construction area. | |||||
| 2 | Performance Bond and Insurance | % | $ - 0 | Submission of Surety and Liability for Contract | |||||
| 2 | Insurance | % | $ - 0 | Submission of Liabilities for Contract | |||||
| 4 | Mobilization/Demobilization | % | $ - 0 | Moving personnel, equipment, supplies, and incidentals to and from the site and prepatory work and operations. | |||||
| 5 | Construction Management | % | $ - 0 | Submission of Requirements for Contract | |||||
| 3 | Construction Management | % | $ - 0 | Submission of Requirements for Contract | |||||
| 6 | Clearing and Grubbing | 18,630 | SY | $ - 0 | Removal of all grass, shrubs, trees less than 4-inch diameter, and other vegetation from the area designated on the drawings. Clearing and grubbing shall be identified for projects requiring clearing greater than one acre or as directed by the engineer. | ||||
| 7 | Tree Removal, 4-12 Inch Diameter | 4 | EA | $ - 0 | Remove tree and stump. This line item shall be used for any tree between 4-12-inches in diameter. | ||||
| 6 | Tree Removal, 12+-24 Inch Diameter | EA | $ - 0 | Remove tree and stump. This line item shall be used for any tree between 12+-24-inches in diameter. | |||||
| 7 | Tree Removal, 24+ Inch Diameter or Greater | EA | $ - 0 | Remove tree and stump. This line item shall be used for any tree greater than 24+-inches in diameter. | |||||
| 10 | Strip and Stockpile Existing Topsoil | 1,553 | CY | $ - 0 | Remove and stockpile top layer of soil. Stockpile shall be located adjacent to but outside the area of construction so that it is readily accessible to be used on the project site or hauled away if necessary. Approximate average depth of topsoil will need to be determined prior to determination of quantity for this line item. Top soil strip and stock pile shall be identified for projects requiring clearing greater than one acre or as directed by the engineer. | ||||
| 9 | Concrete Pavement Removal, 6 inch Depth or Less | SY | $ - 0 | Remove and dispose of concrete pavement up to 6 inches in depth. | |||||
| 10 | Concrete Pavement Removal, additional inch | SY | $ - 0 | This line item shall be used only when CLIN 0009 is used for pavements greater than 6-inches in depth. (EX: for 8-inch thick pavement, enter the total area in CLIN 0009 and enter twice that amount on CLIN 0010.) | |||||
| 13 | Reinforced Concrete Pavement Removal, 8 inch Depth or Less | 792 | SY | $ - 0 | Remove and dispose of concrete pavement, mesh or rebar reinforced, up to 8 inches in depth. | ||||
| 12 | Sidewalk Removal | SF | $ - 0 | Remove concrete sidewalk pavement. | |||||
| 15 | Concrete Valley Pan Removal | 2 | SY | $ - 0 | Remove concrete valley pan. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021. | ||||
| 16 | Concrete Curb & Gutter Removal | 597 | LF | $ - 0 | Remove concrete curb and gutter. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021. | ||||
| 17 | AT/FP 18 Inch Curb Removal | 895 | LF | $ - 0 | Remove concrete AT/FP curb. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021. | ||||
| 18 | Concrete Header Curb Removal | 437 | LF | $ - 0 | Remove concrete header curb. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021. | ||||
| 17 | Bituminous Milling, 1 to 3 inches, dispose on base (2 inches) | SY | $ - 0 | Mill pavement to a depth up to 3-inches. Place millings in a location on base determined by the contracting officer. Use a correct sized milling machine for each milling operation. | |||||
| 20 | Bituminous Milling, 1 to 3 inches, dispose off base | 3,166 | SY | $ - 0 | Mill pavement to a depth up to 3-inches. Place millings in a location off base. Use a correct sized milling machine for each milling operation. | ||||
| 19 | Bituminous Milling, Additional Inch | SY | $ - 0 | This line item shall be used only when either CLIN 0017 or 0018 is used for milling greater than 3-inches in depth. (EX: When 4-inches of milling is called for the desired area will be entered in CLIN 0017 and then that same quantity entered in CLIN 0019.) | |||||
| 20 | Bituminous Milling and Fill On Site | SY | $ - 0 | Mill pavement up to 4 inches and use that material to fill areas identified in the drawings or SOW. Compact fill in accordance with specifications and drawings whichever is more stringent. | 184623.74 | 15385.3116666667 | |||
| 23 | Bituminous Pavement Removal, 6 Inch Depth or Less | 2,911 | SY | $ - 0 | Remove bituminous pavement up to and including 6 inches in depth. Haul away and dispose of rubble off base. | ||||
| 24 | Bituminous Pavement Removal, Additional Inch | 2,176 | SY | $ - 0 | This line item shall be used only when CLIN 0021 is used for bituminous pavement removal greater than 6-inches in depth. (EX: When 9-inches of asphalt pavement must be removed, the desired area will be entered in CLIN 0021 and then three times that same quantity entered in CLIN 0022.) | ||||
| 25 | Sign Removal | 8 | EA | $ - 0 | Remove a standard road sign and dispose of material off-base. This will typically include the sign and post that is encased in a small amount of concrete below grade. The sign might also be turned over to 90 CES as directed by the contracting officer. | ||||
| 26 | Remove Fence | 265 | LF | $ - 0 | Demolish 6 foot high chain-link fence and components. Includes slide gate. Dispose of material off-base, fill and compact holes per WYDOT Standard Specifications. | ||||
| 27 | Drainage Pipe Removal, 18 Inch Diameter or Less | 100 | LF | $ - 0 | Remove drainage pipe up to and including 18-inch inside diameter and dispose of material off-base. Excavation is included in the pay item. | 02-41-13-40-0160 & 02-41-13-40-0210 & 31-23-16-14-5300 | |||
| 34 | Excavation and Fill on Site | 1,040 | CY | $ - 0 | Excavate earthen material other than solid bedrock and use that material to fill areas identified in the drawings or SOW. Compact fill in accordance with specifications and drawings whichever is more stringent. | ||||
| 35 | Borrow, Select Material | 2,290 | CY | $ - 0 | Imported fill material in accordance with Section 803.10 including hauling and spreading. Provide select material in accordance with specifications or as approved by the engineer. | ||||
| 34 | Soft-Spot Repair | CY | $ - 0 | Excavate earthen material other than solid bedrock and export material to a location off-base. Place and compact recycled aggregate. Subgrade fill shall meet Section 803.10 or Grading J in accordance with current WYDOT Specs. Provide aggregate base that meets Grading W in accordance with current WYDOT Specs. Material submittal will include Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557. | |||||
| 35 | Backfill for Drainage Pipe and Structures | CY | $ - 0 | Use existing materials if approved for backfill and place per Section 204. | |||||
| 36 | Import and Spread Topsoil | CY | $ - 0 | Import suitable topsoil in accordance with the specifications, drawings or SOW. Spread to the depth identified on the drawings or in the SOW (6 inches if not specified). Finish grade to a smooth surface suitable for seed or sod. | |||||
| 39 | Spread Stockpiled Topsoil | 1,553 | CY | $ - 0 | Spread topsoil that may have been stockpiled under CLIN 0008 to the depth identified on the drawings or in the SOW (6 inches if not specified). Finish grade to a smooth surface suitable for seed or sod. | ||||
| 40 | Fertilizing | 8,749 | SY | $ - 0 | Provide and spread fertilizer to promote seed and sod growth. | ||||
| 41 | Seeding | 8,749 | SY | $ - 0 | Provide and spread grass seed of the appropriate mixture (prairie grass, buffalo grass, or bluegrass as indicated in the SOW or on the drawings). Apply at the rate specified for each mixture. | ||||
| 40 | Sodding | SY | $ - 0 | Provide and install sod of the appropriate type (buffalo grass or bluegrass as indicated in the SOW or on the drawings). | |||||
| Scarify and re-compact subgrade minimum of 6 Inches | SY | $ - 0 | |||||||
| 41 | Soil Stabalization | SY | $ - 0 | The process in which soil is mechanically excavated to a depth of 12", mixed with a stabilizing material, moisture brought to an optimum, then consolidated and compaction of all the combined materials to the compaction requirement. Finish grade shall be per the original plan and included. | |||||
| 44 | Geotextile Fabric | 15,278 | SY | $ - 0 | Provide geotextile in accordance with WYDOT Standard Specifications and the manufacturer's installation instructions as specified on drawings. | ||||
| 43 | Flowable Fill | CY | $ - 0 | Provide Flowable fill in accordance to WYDOT 2010 Standard Specification section 206.4.5 | |||||
| 47 | Aggregate Base, 6 Inch, Virgin Aggregate | 11,405 | SY | $ - 0 | Place and compact virgin aggregate base course up to 6 inches in depth. Provide aggregate base that meets Grading W in accordance with current Wyoming DOT Specs. Material submittal will include Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557. | ||||
| 48 | Aggregate Base, Additional Inch, Virgin Aggregate | 97,549 | SY | $ - 0 | This line item shall be used only when CLIN 0044 is used for aggregate base greater than 6-inches in depth. (EX: When 8-inches of aggregate base is called for, the desired area will be entered in CLIN 0044 and then double that quantity entered in CLIN 0045.) Includes aggregate sub-base quantity. | ||||
| 49 | Aggregate Base, 6 Inch, Recycled Aggregate (Use for shoulders) | 1,275 | SY | $ - 0 | Place and compact recycled aggregate base course up to 6 inches in depth. Provide aggregate base that meets Grading W in accordance with current Wyoming DOT Specs. Material submittal will include Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557. Also use for gravel pavement. | ||||
| 47 | Aggregate Base, Additional Inch, Recycled Aggregate | SY | $ - 0 | This line item shall be used only when CLIN 0046 is used for aggregate base greater than 6-inches in depth. (EX: When 8-inches of aggregate base is called for, the desired area will be entered in CLIN 0046 and then double that quantity entered in CLIN 0047.) | |||||
| 51 | Riprap, Virgin Aggregate | 23.2 | CY | $ - 0 | Place virgin riprap material at the locations identified on the drawings. Use d50=12 inch riprap unless otherwise specified. Includes bedding layer. | ||||
| 49 | Riprap, Recycled Aggregate | CY | $ - 0 | Place recycled riprap material at the locations identified on the drawings. Use d50=12 inch riprap unless otherwise specified. | |||||
| 53 | Asphalt Leveling Course, 2 Inch, Virgin Aggregate | 14,032 | SY | $ - 0 | Place a 2-inch lift of Asphalt leveling course (virgin aggregate) in accordance with current Wyoming DOT specifications. Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64-28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count. | ||||
| 51 | Asphalt Leveling Course, 3 Inch, Virgin Aggregate | SY | $ - 0 | Place a 3-inch lift of Asphalt leveling course (virgin aggregate) in accordance with current Wyoming DOT specifications. Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64-28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count. | |||||
| 52 | Asphalt Leveling Course, 2 Inch, Recycled Asphalt Pavement | SY | $ - 0 | Place a 2-inch lift of Asphalt leveling course (recycled aggregate) in accordance with current Wyoming DOT specifications. Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64-28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count. | |||||
| 53 | Asphalt Leveling Course,3 Inch, Recycled Asphalt Pavement | SY | $ - 0 | Place a 3-inch lift of Asphalt leveling course (recycled aggregate) in accordance with current Wyoming DOT specifications. Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64-28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count. | |||||
| 57 | Asphalt Wearing Course, 2 Inch, Virgin Aggregate | 9,995 | SY | $ - 0 | Place a 2-inch lift of Asphalt wearing course (virgin aggregate) in accordance with current Wyoming DOT specifications. Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 1/2 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 92% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64-28 mix design that is current in last year, 1.5% lime, 1/2 inch aggregate, and meets a Marshall 75 blow count. | ||||
| 55 | Asphalt Wearing Course, Additional Inch, Virgin Aggregate | SY | $ - 0 | This line item shall be used only when CLIN 0054 is used for asphalt paving greater than 2-inches in depth. (EX: When 3-inches of asphalt is called for, the desired area will be entered in CLIN 0054 and then that same quantity entered in CLIN 0055.) | |||||
| 56 | Asphalt Wearing Course, 2 Inch, Recycled Asphalt Pavement | SY | $ - 0 | Place a 3-inch lift of Asphalt Wearing course (recycled aggregate) in accordance with current Wyoming DOT specifications. Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 1/2 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64-28 mix design that is current in last year, 1.5% lime, 1/2 inch aggregate, and meets a Marshall 75 blow count. | |||||
| 57 | Asphalt Wearing Course, Additional Inch, Recycled Asphalt Pavement | SY | $ - 0 | This line item shall be used only when CLIN 0056 is used for asphalt paving greater than 2-inches in depth. (EX: When 3-inches of asphalt is called for, the desired area will be entered in CLIN 0056 and then that same quantity entered in CLIN 0057.) | |||||
| 58 | Crack Sealing | LF | $ - 0 | Provide Modified 324 Type 4 joint sealant in accordance with current Wyoming DOT specifications. Properly prepare the crack for application of sealant and apply sealant in accordance with Wyoming DOT specifications and manufacturer's instructions. | |||||
| 62 | Tack Coat | 19,990 | SY | $ - 0 | Provide approved tack coat material and apply in accordance with the specifications between all asphalt pavement lifts. | ||||
| 60 | Chip Seal | SY | $ - 0 | Provide all material and equipment to place an aggregate chip seal. | |||||
| 61 | Fog Seal | SY | $ - 0 | Provide all material and equipment to place a fog seal. | |||||
| 62 | Slurry Seal | SY | $ - 0 | Provide a Type II slurry seal with 10-15 lbs. aggregate per square yard that meets the current specifications of the Asphalt Handbook by the Asphalt Institute. | |||||
| 63 | Microsurfacing | SY | $ - 0 | Provide this product per Section 410 Microsurfacing 2010 Wydot Standard Specifications. | |||||
| 67 | Pavement Patching | 25 | SY | $ - 0 | Saw cut sides to 90 degree faces, remove material down to subgrade and dispose of off-base, compact subgrade, provide and compact aggregate base and bituminous pavement. | ||||
| 65 | Milled Surface Patching | SY | $ - 0 | Provide a bituminous pavement patch over a milled surface. | |||||
| 69 | Concrete Pavement, Doweled and Barred, 6 Inch | 744 | SY | $ - 0 | Provide and place concrete pavement doweled and barred in accordance with WYDOT Standard Plans. Concrete mix shall be in accordance with the contract specifications. | ||||
| 67 | Concrete Pavement, Plain, 6 Inch | SY | $ - 0 | Provide and place unreinforced concrete pavement in accordance with WYDOT Standard Plans. Concrete mix shall be in accordance with the contract specifications. | |||||
| 71 | Concrete Pavement, Additional Inch | 1,116 | SY | $ - 0 | This line item shall be used only when CLINs 0066 or 0067 are used for concrete pavement greater than 6-inches in depth. (EX: When 8-inches of concrete is called for, the desired area/quantity will be entered in CLIN 0066 or 0067 and then double that quantity entered in CLIN 0068.) | ||||
| 69 | Concrete Pavement, Minor, 6 Inch | SY | $ - 0 | Driveways or other paving areas, generally 50 SY or under. | |||||
| 70 | Concrete Patch/Tie-in, Doweled and Barred, 6 Inch | SY | $ - 0 | Provide a full depth doweled and barred concrete patch with new aggregate base and concrete. Use this line item for existing concrete areas smaller than one full slab (joint to joint) and not exceeding 20' in any direction. This would include areas where new concrete is tieing in to existing where dowels will be drilled and set into existing concrete. | |||||
| 71 | Concrete Patch, Plain, 6 Inch | SY | $ - 0 | Provide a full depth unreinforced concrete patch with new aggregate and concrete. Use this line item for existing concrete areas smaller than one full slab (joint to joint) and not exceeding 20' in any direction. | |||||
| 72 | Concrete Patch, Additional Inch | SY | $ - 0 | This line item shall be used only when CLINs 0070 or 0071 are used for concrete pavement patches greater than 6-inches in depth. (EX: When 8-inches of concrete is called for, the desired area/quantity will be entered in CLIN 0070 or 0071 and then double that quantity entered in CLIN 0072.) | |||||
| 73 | Spall Repair | SF | $ - 0 | Per specs or used bonding material that meets WYDOT Standard Specs. | |||||
| 74 | Paving Fabric | SY | $ - 0 | Section 411 Paving Fabric in the Wydot Standard Specs. | |||||
| 75 | 12 Inch RCP | LF | $ - 0 | Install Reinforced Concrete Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 76 | Flared Ends for 12 Inch RCP | EA | $ - 0 | Provide appropriate size, concrete flared ends to daylight RCP pipe. | |||||
| 82 | 24 Inch RCP | 179 | LF | $ - 0 | Install Reinforced Concrete Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | ||||
| 83 | Flared Ends for 24 Inch RCP | 4 | EA | $ - 0 | Provide appropriate size, concrete flared ends to daylight RCP pipe. | ||||
| 81 | 30 Inch RCP | LF | $ - 0 | Install Reinforced Concrete Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 82 | Flared Ends for 30 Inch RCP | EA | $ - 0 | Provide appropriate size, concrete flared ends to daylight RCP pipe. | |||||
| 83 | 6 Inch PVC | LF | $ - 0 | Install PVC Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 84 | 8 Inch PVC | LF | $ - 0 | Install PVC Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 85 | 10 Inch PVC | LF | $ - 0 | Install PVC Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 86 | 12 Inch PVC | LF | $ - 0 | Install PVC Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 87 | 12 Inch CMP | LF | $ - 0 | Install Corrugated Metal Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 88 | Flared Ends for 12 Inch CMP | EA | $ - 0 | Provide appropriate size, steel flared ends to daylight CMP pipe. | |||||
| 89 | 6 Inch HDPE | $ 1,000.00 | LF | Install HDPE Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 90 | Valve | $ 3.00 | EA | Provide new valve as specified | |||||
| 109 | 18 Inch CMP | 40 | LF | $ - 0 | Install Corrugated Metal Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | ||||
| 110 | Flared Ends for 18 Inch CMP | 2 | EA | $ - 0 | Provide appropriate size, steel flared ends to daylight CMP pipe. | ||||
| 91 | 24 Inch CMP | LF | $ - 0 | Install Corrugated Metal Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 92 | Flared Ends for 24 Inch CMP | EA | $ - 0 | Provide appropriate size, steel flared ends to daylight CMP pipe. | |||||
| 93 | 30 Inch CMP | LF | $ - 0 | Install Corrugated Metal Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204. | |||||
| 94 | Flared Ends for 30 Inch CMP | EA | $ - 0 | Provide appropriate size, steel flared ends to daylight CMP pipe. | |||||
| 115 | Concrete Sidewalk, 4 Inch | 95 | SF | $ - 0 | Provide 4" thick concrete sidewalk/median with specified control joints and finish type. | ||||
| 118 | Concrete Valley Pan, 6 Inch | 2 | SY | $ - 0 | Provide a reinforced concrete valley pan sloped a minimum of 2% toward its centerline. Dimensions will be according to contract drawings. | ||||
| 119 | Concrete Valley Pan, Additional Inch | 4 | SY | $ - 0 | This line item shall be used only when CLIN 0098 is used for a valley pan greater than 6-inches in depth. (EX: When an 8 inch valley pan is called for, the desired quantity will be entered in CLIN 0098 and double that quantity entered in CLIN 0099.) | ||||
| 120 | Curb and Gutter | 2,201 | LF | $ - 0 | Provide a vertical or mountable curb and gutter with specified control joints. Where typical spacing places a control joint in the pavement within 2 feet of a control joint in the curb and gutter, modify the spacing scheme so that the joints are aligned. Includes mountable curb. | ||||
| 121 | Header Curb | 212 | LF | $ - 0 | Provide a 6-inch thick by 18-inch wide concrete header curb adjacent to pavement or a 6-inch wide by up to 18-inch depth concrete header curb as specifid in the plans. | ||||
| 103 | Adjust Valve Box | EA | $ - 0 | Vertically adjust an existing valve box so that its cover plate is at new grade. Location shall not change horizontally greater than 1 foot. Include new concrete collar. | |||||
| 125 | Adjust Manhole | 2 | EA | $ - 0 | Vertically adjust an existing manhole so that its cover plate is at new grade. Include new manhole lid and concrete collar. | ||||
| 105 | Adjust Inlet | EA | $ - 0 | Vertically adjust an existing inlet box so that its grate is at new grade. | |||||
| 106 | Basic Manhole, 5 Foot Depth | EA | $ - 0 | Provide a new concrete manhole over 6 inches of bedding material that meets Section 605. Excavation of the manhole will be per Section 203 and Backfill of the manhole will be per Section 204. | |||||
| 107 | Manhole, Additional Foot of Depth | EA | $ - 0 | This line item shall be used only when CLIN 0106 is used for installing a manhole greater than 5 feet in depth. (EX: When an 8 foot deep manhole is to be installed, enter a quantity of 1 for CLIN 0106 and a quantity of 3 for CLIN 0107.) | |||||
| 108 | Inlet/Catch Basin, 5 Foot depth, Type A | EA | $ - 0 | Provide a new Type A inlet/catch basin over 6 inches of bedding material that meets Section 605. Excavation of the inlet/catch basin will be per Section 203 and Backfill of the inlet/catch basin will be per Section 204. | |||||
| 109 | Inlet/Catch Basin, 5 Foot depth, Type B | EA | $ - 0 | Provide a new Type B inlet/catch basin over 6 inches of bedding material that meets Section 605. Excavation of the inlet/catch basin will be per Section 203 and Backfill of the inlet/catch basin will be per Section 204. | |||||
| 110 | Inlet/Catch Basin, Additional Foot of Depth | EA | $ - 0 | This line item shall be used only when CLINs 0108 or 0109 are used for installing a inlet/catch basin greater than 5 feet in depth. (EX: When an 8 foot deep inlet/catch basin is installed, enter a quantity of 1 in CLIN 0108 or 0109 depending on type, and then enter a quantity of 3 on CLIN 0110.) | |||||
| 111 | Chase Drain | SF | $ - 0 | Provide a chase drain as shown on the drawings. | |||||
| 112 | Repair of Manholes, Inlets, Drains, and Valve Boxes | SF | $ - 0 | Provide for minor concrete removal, placement, and patching of damaged manholes, inlets, drains, and valve boxes that do not require replacement. Grates can be installed under this item as well as minor metal work. | |||||
| 113 | Permanent Bollard | EA | $ - 0 | Provide an 10-inch schedule 80 steel pipe bollard filled with concrete including foundation. Bollard shall extend 3ft.-4" above finished grade and be embedded in the ground a minimum of 44-inches. See standard drawing. | 34-71-13-17-3000 | ||||
| 114 | Removable Bollard | EA | $ - 0 | Provide a removable 6-inch, schedule 40, steel pipe bollard in accordance with the standard drawing. Provide locking mechanism and lifting handles. Bollards shall be 36-inches above grade. Include the mounting ring in the concrete foundation in this CLIN. | |||||
| 115 | Reduce and Enclose Monitoring Well | EA | $ - 0 | Demolish and fill monitoring well in accordance with Wyoming DEQ procedures. | |||||
| 141 | Install Fence | 220 | LF | $ - 0 | Install new 6 foot high chain-link fence with barbed wire to match existing. Includes new 60-foot sliding gate. | ||||
| 142 | Regulatory Sign | 127 | SF | $ - 0 | Provide a new regulatory road sign in accordance with MUTCD standards. | ||||
| 143 | Sign Post | 32 | EA | $ - 0 | Breakaway metal or drilled holes in timber post to meet Contract Specifications. | ||||
| 144 | Reset Sign | 15 | EA | $ - 0 | Reset a removed standard road sign with a new breakaway post that meets WYDOT Standard Plans | ||||
| 120 | Pavement Marking Removal, Striping | LF | $ - 0 | Remove up to 8-inch wide pavement striping using water blasting or abrasive means. | |||||
| 121 | Pavement Marking Removal, Letters and Symbols | SF | $ - 0 | Remove letters and symbols painted on pavements using water blasting or abrasive means. | |||||
| 122 | 4 Inch Non-Reflective Striping, Waterborne Paint | LF | $ - 0 | Paint non-reflective striping as depicted on drawings or described in SOW. | |||||
| 123 | 8 Inch Non-Reflective Striping, Waterborne Paint | LF | $ - 0 | Paint non-reflective striping as depicted on drawings or described in SOW. | |||||
| 124 | 12 Inch Non-Reflective Striping, Waterborne Paint | LF | $ - 0 | Paint non-reflective striping as depicted on drawings or described in SOW. | |||||
| 125 | Non-Reflective Letters & Symbols, Waterborne Paint | SF | $ - 0 | Paint non-reflective letters and symbols as depicted on drawings or described in SOW and in accordance with WYDOT Standard Plans. | |||||
| 151 | 4 Inch Reflective Striping, Waterborne Paint | 6,538 | LF | $ - 0 | Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads. | ||||
| 153 | 8 Inch Reflective Striping, Waterborne Paint | 14 | LF | $ - 0 | Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads. | ||||
| 154 | 12 Inch Reflective Striping, Waterborne Paint | 1,316 | LF | $ - 0 | Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads. | ||||
| 130 | 18 Inch Reflective Striping, Waterborne Paint | LF | $ - 0 | Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads. | |||||
| 156 | Reflective Letters and Symbols, Waterborne Paint | 141 | SF | $ - 0 | Paint reflective letters and symbols as depicted on drawings or described in SOW and in accordance with WYDOT Standard Plans using reflective glass beads. | ||||
| 132 | 4 Inch Reflective Epoxy | LF | $ - 0 | Paint Reflective epoxy striping as depicted on drawings or described in SOW using reflective glass beads. | |||||
| 133 | 8 Inch Reflective Epoxy | LF | $ - 0 | Paint Reflective epoxy striping as depicted on drawings or described in SOW using reflective glass beads. | |||||
| 134 | 12 Inch Reflective Striping, Thermoplastic | LF | $ - 0 | Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding and removal of lose material according to specifications | |||||
| 135 | 18 Inch Reflective Striping, Thermoplastic | LF | $ - 0 | Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding and removal of lose material according to specifications | |||||
| 136 | 24 Inch Reflective Striping, Thermoplastic | LF | $ - 0 | Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding and removal of lose material according to specifications | |||||
| 137 | Reflective Letters and Symbols, Thermoplastic | SF | $ - 0 | Place reflective letters and symbols as depicted on drawings or described in SOW and in accordance with WYDOT Standard Plans. Work includes preparation of pavement surface by grinding and removal of lose material according to specifications | |||||
| 138 | 4 Inch Reflective Striping, Preformed Tape | LF | $ - 0 | Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications | |||||
| 139 | 8 Inch Reflective Striping, Preformed Tape | LF | $ - 0 | Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications | |||||
| 140 | 12 Inch Reflective Striping, Preformed Tape | LF | $ - 0 | Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications | |||||
| 141 | 18 Inch Reflective Striping, Preformed Tape | LF | $ - 0 | Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications | |||||
| 142 | Reflective Letters and Symbols, Preformed Tape | SF | $ - 0 | Place reflective letters and symbols as depicted on drawings or described in SOW and in accordance with WYDOT Standard Plans. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications | |||||
| 143 | Aggregate Base Testing I (Govt. Requested) | EA | $ - 0 | Provide field sampling of delivered material for compliance to approved submittal of the Contract Specifications. Sampling shall be tested for Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 301. | |||||
| 144 | Aggregate Base Testing II (Govt. Requested) | EA | $ - 0 | Provide in place nuclear testing for density to meet the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 301. | |||||
| 145 | Soils Testing I (Govt. Requested) | EA | $ - 0 | Provide field sampling of subgrade soils or other soils on site or delivered. Sampling shall be tested for Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Sections 203, 204, 301, 601, 602, 603, and 605. | |||||
| 146 | Soils Testing II (Govt. Requested) | EA | $ - 0 | Provide in place nuclear testing for density of subgrade soils or other soils on site or delivered to meet the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Sections 203, 204, 301, 601, 602, 603, and 605. | |||||
| 147 | Hot Mix Asphalt Testing I (Govt. Requested) | EA | $ - 0 | Provide field sampling of truck delivered material per ASHTO T 248 (Truck Sampling Method) for compliance to approved mix design submittal of Contract Specifications. At a minimum the field sample shall be laboratory tested for aggregate gradation, asphalt content, % air voids, and unit weight. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 401. | |||||
| 148 | Hot Mix Asphalt Testing II (Govt. Requested) | EA | $ - 0 | Provide in place nuclear testing for compaction density to meet the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 401. | |||||
| 149 | Hot Mix Asphalt Testing III (Govt. Requested) | EA | $ - 0 | Provide in place core testing for compaction density to meet the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 401. | |||||
| 150 | Concrete Mix Testing I (Govt. Requested) | EA | $ - 0 | Provide field testing (air entrainment, slump, compressive strength of field cast cylinders) of truck delivered material for compliance to approved mix design submittal of the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 406. | |||||
| 151 | Concrete Mix Testing II (Govt. Requested) | EA | $ - 0 | Provide compressive strength testing of in place coring of concrete items for compliance to approved mix design submittal of the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 406. | |||||
| TOTAL | $ - 0 |
File details come from the government source that posted it. Updated .