Attach 15_Project 3_3052.xlsx

XLSX spreadsheet 27 KB Posted Feb 28, 2024

Attached to: PKAA Pavements IDIQ (Construction) Federal contract opportunity
Solicitation number: FA461324R0002
Issued by: Department of the Air Force Global Strike Command

About this file

Written by GovTribe AI · Feb 28, 2024

This document outlines a federal contract opportunity for pavement projects issued by the Department of the Air Force Global Strike Command. The solicitation seeks proposals for an Indefinite Delivery, Indefinite Quantity contract to maintain base pavements between 2024 and 2029 with a magnitude between $5 million and $10 million. All questions are due by March 12, 2024 at 10:00 AM Mountain Time, and an organized site visit is available upon request by March 8, 2024 at 10:00 AM Mountain Time. The NAICS code is 237310 for Heavy and Civil Engineering Construction with a size standard of $45 million in average annual receipts. The number of calendar days for performance and completion will be determined at the task order level, and funding is issued at the task order level as well.

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Other files for this federal contract opportunity

Other files attached to PKAA Pavements IDIQ (Construction), newest first.
File	Type	Posted
Amendment FA461324R00020002 SF30.pdf	PDF	May 16, 2024
Attach 16_Use of Non-Government Advisors.pdf	PDF	Feb 28, 2024
Attach 12_Project 2_SOW.pdf	PDF	Feb 28, 2024
Attach 10_Project 1_SOW.pdf	PDF	Feb 28, 2024
Attach 5_WD_WY20230040_25Aug23.pdf	PDF	Feb 28, 2024
Solicitation - FA461324R0002.pdf	PDF	Feb 28, 2024
Attach 11_Project 1_3052.xlsx	XLSX spreadsheet	Feb 28, 2024
Attach 2_130005_Environmental_Specifications_Jan2023.pdf	PDF	Feb 28, 2024
Attach 6_WD_WY20230038_25Aug23.pdf	PDF	Feb 28, 2024
Attach 8_WD_CO20230011_14July23.pdf	PDF	Feb 28, 2024
Attach 7_WD_NE20230030_6Jan23.pdf	PDF	Feb 28, 2024
Attach 14_Project 3_ SOW.pdf	PDF	Feb 28, 2024
Attach 13_Project 2_3052.xlsx	XLSX spreadsheet	Feb 28, 2024
Attach 9_WD_CO20230014_14July23.pdf	PDF	Feb 28, 2024
Attach 4_Anticipated Task.pdf	PDF	Feb 28, 2024
Attach 3_AF Form 66.pdf	PDF	Feb 28, 2024
Attach 1_Specifications Maintain Base Pavement_18Jan24.pdf	PDF	Feb 28, 2024

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Project 3 - Blank IGE

Solicitation FA461324R0002_Project 3_3052
CLIN	DESCRIPTION	QUANTITY	UNIT	UNIT PRICE	TOTAL PRICE	DESCRIPTION
1	Performance Bond	1.50	%	$	$	Submission of Surety for Contract
1	Traffic Control		%		$ - 0	Signs, cones, flaggers, paddles, barricades, 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	Insurance		%		$	Submission of Liabilities for Contract
4	Mobilization		%		$ - 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
4	Clearing and Grubbing		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.
5	Tree Removal, 4-12 Inch Diameter		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.
8	Strip and Stockpile Existing Topsoil		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.)
11	Reinforced Concrete Pavement Removal, 8 inch Depth or Less		SY		$ - 0	Remove and dispose of concrete pavement, mesh or rebarreinforced, up to 8 inches in depth.
12	Sidewalk Removal		SF		$ - 0	Remove concrete sidewalk pavement.
13	Concrete Valley Pan Removal		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	82	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.
15	AT/FP 18 Inch Curb Removal		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.
16	Concrete Header Curb Removal		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	1,580	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.
23	Bituminous Pavement Removal, 6 Inch Depth or Less	209	SY		$ - 0	Remove bituminous pavement up to and including 6 inches in depth. Haul away and dispose of rubble off base.
22	Bituminous Pavement Removal, Additional Inch		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.)
23	Sign Removal		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.
24	Remove Fence		LF		$ - 0	Demolish 6 foot high chain-link fence and components. Dispose of material off-base, fill and compact holes per WYDOT Standard Specifications.
25	Drainage Pipe Removal, 18 Inch Diameter or Less		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.
26	Drainage Pipe Removal, Greater than 18 Inch Diameter		LF		$ - 0	Remove drainage pipe over 18-inch inside diameter and dispose of material off-base. Excavation is included in the pay item.
27	Drainage Structure Removal, 4 Foot Depth or Less		EA		$ - 0	Remove a drainage structure such as a manhole, inlet or catch basin and dispose of properly off-base. Typically these will be concrete but occasionally other materials are encountered. Excavation is included in the pay item.
28	Drainage Structure Removal, Additional Foot		EA		$ - 0	This line item shall be used only when CLIN 0027 is used for removing a drainage structure over 4-feet in depth. (EX: When removing a manhole that is 7 feet deep, a quantity of 1 will be entered for CLIN 0027 and a quantity of 3 will be entered for CLIN 0028.)
29	Abandonment of HTHW		LF		$ - 0	This line item shall include the removal and disposal of the 6-inch concrete lid on the High temperature hot water trench. The ends of the trench will be sealed with a concrete mix while the middle is filled with flow fill, leaving the pipe intact as a conduit for future utility lines.
30	Removal of HTHW		LF		$ - 0	This includes partial or full removal of HTHW trench to a depth sufficient to suppport new construction. Work includes removal of concrete, pipe and to seal the ends with concrete.
31	Excavation and Export Material		CY		$ - 0	Excavate earthen material other than solid bedrock and export material to a location off-base.
32	Excavation and Fill on Site (Use this for shoulder work)		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.
33	Borrow, Select Material		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.
36	Soft-Spot Repair	105	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.
37	Spread Stockpiled Topsoil		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.
38	Fertilizing		SY		$ - 0	Provide and spread fertilizer to promote seed and sod growth.
39	Seeding		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 Stabilization		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.
42	Geotextile Fabric		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	373	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.
45	Aggregate Base, Additional Inch, Virgin Aggregate		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.)
46	Aggregate Base, 6 Inch, Recycled Aggregate		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.
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.)
48	Riprap, Virgin Aggregate		CY		$ - 0	Place virgin riprap material at the locations identified on the drawings. Use d50=12 inch riprap unless otherwise specified.
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	418	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	1,580	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	1,789	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.
64	Pavement Patching		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.	X
65	Milled Surface Patching		SY		$ - 0	Provide a bituminous pavement patch over a milled surface.
66	Concrete Pavement, Doweled and Barred, 6 Inch		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.
68	Concrete Pavement, Additional Inch		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 use 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.
77	18 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.
78	Flared Ends for 18 Inch RCP		EA		$ - 0	Provide appropriate size, concrete flared ends to daylight RCP pipe.
79	24 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.
80	Flared Ends for 24 Inch RCP		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	18 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.
90	Flared Ends for 18 Inch CMP		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.
95	Concrete Sidewalk, 4 Inch		SF		$ - 0	Provide 4" thick concrete sidewalk with specified control joints and finish type.
96	Concrete Sidewalk, Additional Inch		SF		$ - 0	This line item shall be used only when CLIN 0095 is used for sidewalk greater than 4-inches in depth. (EX: When 6-inch thick sidewalk is called for the desired area will be entered in CLIN 0095 and then two times that quantity entered in CLIN 0096)
97	ADA Curb Ramp		EA		$ - 0	Provide ADA curb ramp. Costs associated with this CLIN are the additional labor, equipment and materials required to construct the ADA warning devices, truncated dome, in the concrete sidewalk area where a curb ramp has been located in the plans. The area of the curb ramp will still be accounted for under concrete sidewalk.
98	Concrete Valley Pan, 6 Inch		SY		$ - 0	Provide a reinforced concrete valley pan sloped a minimum of 2% toward its centerline. Dimensions will be according to contract drawings.
99	Concrete Valley Pan, Additional Inch		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	82	LF		$ - 0	Provide a vertical 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.
101	Header Curb		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.
102	AT/FP 18" Curb		LF		$ - 0	Provide a vertical 18" 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. May be poured as monolithic or 2 pour concrete placement.
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.
104	Adjust Manhole		EA		$ - 0	Vertically adjust an existing manhole so that its cover plate is at new grade. Include new 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.
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.
116	Install Fence		LF		$ - 0	Install new 6 foot high chain-link fence in accordance with the SOW and WYDOT Standard Plans.
117	Regulatory Sign		SF		$ - 0	Provide a new regulatory road sign in accordance with MUTCD standards.
118	Sign Post		EA		$ - 0	Breakaway metal or drilled holes in timber post to meet Contract Specifications.
119	Reset Sign		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	1,292	LF		$ - 0	Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.
127	6 Inch Reflective Striping, Waterborne Paint		LF		$ - 0	Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.
128	8 Inch Reflective Striping, Waterborne Paint		LF		$ - 0	Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.
129	12 Inch Reflective Striping, Waterborne Paint		LF		$ - 0	Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.
155	18 Inch Reflective Striping, Waterborne Paint	100	LF		$ - 0	Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.
131	Reflective Letters and Symbols, Waterborne Paint		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)	2	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 Feb 28, 2024.