Pricing_Schedule.xlsx

XLSX spreadsheet 30 KB Posted May 2, 2016

Attached to: Repair Taxiway Echo Federal contract opportunity
Solicitation number: FA2860-16-R-0016
Issued by: Department of the Air Force Headquarters District Washington

About this file

From the source

Section J- Attachment 3- Pricing Schedule

View the file

Other files for this federal contract opportunity

Other files attached to Repair Taxiway Echo, newest first.
File	Type	Posted
FA2860-16-R-0016_Amendment_0004_SF_30.pdf	PDF	Jun 13, 2016
FA2860-16-R-0016_Amendment_0003_SF_30.pdf	PDF	Jun 9, 2016
Revised_SOW_8Jun16.docx	DOCX document	Jun 9, 2016
FA2860-16-R-0016_AJXF_16-1550_Repair_Spalls_JointSealant_of_Taxiway_Echo_Site_Walk_ANSWERS.docx	DOCX document	Jun 6, 2016
Revised_SOW.docx	DOCX document	Jun 6, 2016
FA2860-16-R-0016_SF30_Mod01.pdf	PDF	May 26, 2016
RFP_AJXF_16-1550.doc	DOC document	May 2, 2016
SOW.docx	DOCX document	May 2, 2016
Wage_Determination_January_2016.docx	DOCX document	May 2, 2016
Map.pdf	PDF	May 2, 2016

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

TW ECHO

ITEM	DESCRIPTION		ESTIMATED QTY	UNIT	UNIT COST	TOTAL
1	Provide all plant, labor, equipment, materials and perform all operations required to repair existing Base Road and Parking Lot pavements in accordance with the applicable clauses, specifications, and sketches for: PROJECT: AJXF 16-1550 Repair Taxiway Echo. The specific line items include, but are not limited to the following tasks:		1	EA
	DIVISION 01 - GENERAL REQUIREMENTS
0001	Engineering/Construction Services	2,400	1	Project
2	Mobilization /Demobilization		1	Project
3	Contractor Provided Escorts		1	LS
4	Lost Productivity Due To Ramp Freezes & Escorts		1	LS
5	MDE Permits (LARGER PROJECT)
0005AA	Erosion and Sediment Control Drawings, Surveying, Engineering Layouts		1	EA
0005AB	Permit Expediting Service, Fees		1	EA
0005AC	Miscellaneous Expenses		1	EA
0005	MDE Permits (SMALLER PROJECT)
0005A	Erosion and Sediment Control Drawings, Surveying, Engineering Layouts			EA
0005B	Miscellaneous Expenses			EA
6	Provide Silt Fence (RS Means 31 25 13.10 1100)	500	500	LF
7	Provide Super Silt Fence (RS Means 31 25 13.10 1000 + 01 56 26.5 0020 + 31 23 16.14 2050)		500	LF
8	Provide Stabilized Construction Entrance (RS Means 32 11 23.23 6000 + 32 11 23.23 0301)		50	SY
9	Provide Median Inlet Protection (RS Means 32 11 23.23 0301 + 31 37 13.10 0100 + 31 25 13.10 1100)			EA
9	Provide Standard Inlet Protection (RS Means 32 11 23. 23 6000 + 09 24 23.40 1600 + 06 11 10.02 2625 + 31 23 16.42 0310 + 31 23 23.13 0300)		4	EA
10	Provide At-Grade Inlet Protection (RS Means 32 11 23.23 6000 + 32 11 23.23 0301)		4	SY
11	Provide Curb Inlet Protection (RS Means 32 11 23.23 6000 + 32 11 23.23 0301 + 06 11 10.02 2625)			LF
	DIVISION 02 - EXISTING CONDITIONS
11	Provide Base Line Survey for Curb & Gutter and Storm Drainage Layout (RS Means N/A)	2,400	20	HR
12	Provide New Curb & Gutter Topographical Survey, Design & Stakeout (RS Means N/A)	2,400	3,000	LF
13	Provide Roadway/Parking Lot Topographical Survey, Design & Stakeout (RS Means N/A)	1,500	1,000	SY
14	Provide Layout & Stakeout of New Golf Cart Paths (RS Means N/A)	1,500	0	LF
14	Provide Storm Drainage Design & Stakeout (RS Means N/A)	350	2,500	LF
15	Provide saw cutting. Average depth:
0015AA	3" (RS Means 02 41 19.25 0015)	1,100	30,000	LF
0015AB	6" (RS Means 02 41 19.25 0020)	1,100	10,000	LF
0015AC	9" (RS Means 02 41 16.25 0020)	500	500	LF
0015AD	12" (RS Means 02 41 16.25 0020)	750	500	LF
0015AE	14" (RS Means 02 41 16.25 0020)	750	500	LF
16	Provide Pavement Demolition & Disposal
0016AA	Remove & Dispose 3" Thick Bituminous Pavement (RS Means 02 41 13.17 5010 + 02 41 19.18 0300)		10,000	SY
0016AB	Remove & Dispose 4-6" Thick Bituminous Pavement (RS Means 02 41 13.17 5050 + 02 41 19.18 0300)	ERROR:#REF!	500	SY
0016AC	Remove & Dispose 4"-6" Thick Concrete Pavement (RS Means 02 41 13.17 5200 + 02 41 19.18 0300)	ERROR:#REF!	1,000	SY
0019AD	Remove & Dispose 7" - 10" Thick Concrete Pavement (RS Means 02 41 13.17 5400 + 02 41 19.18 0300)	450		CY
0019AE	Remove & Dispose 11" - 14" Thick Concrete Pavement (RS Means 02 41 13.17 5400 + 02 41 19.18 0300)	450		CY
17	Remove & Dispose Existing Bituminous Walkway (RS Means 02 41 13.33 4000 + 02 41 19.18 0300)		0	SY
18	Remove & Dispose Existing Concrete Sidewalk (RS Means 02 41 13.33 4100 + 02 41 19.18 0300)		0	SY
17	Remove & Dispose Existing Concrete Curb (RS Means 02 41 13.17 6000 02 41 19.18 0300)		50	LF
18	Remove & Dispose Existing Concrete Curb & Gutter (RS Means 02 41 13.17 6100 + 02 41 19.18 0300)		20	LF
19	Remove & Dispose Wheel Stops (RS Means 02 41 19.18 0300)		0	EA
20	Remove & Dispose Existing Reinforced 8" Thick Concrete Walls (RS Means 02 41 16.17 2080 + 02 41 19.18 0300)	50	0	SF
21	Remove & Dispose Existing Reinforced 12" Thick Concrete Footings up to 3' Wide (RS Means 02 41 16.17 1120 + 02 41 19.18 0300)		0	LF
22	Remove & Dispose Existing Concrete Steps (RS Means 02 41 16.17 0440 + 02 41 19.18 0300)		0	SF
23	Remove & Dispose of Drainage Structures
0028AA	Remove existing reinforced 8" thick concrete storm drainage structure (RS Means N/A)	7		PER RISER FOOT
0028AB	Remove existing reinforced 8" thick masonry storm drainage structure (RS Means 02 41 13.33 0020 + 02 41 19.18 0300 )	10		PER RISER FOOT
24	Remove & Dispose of Drainage Piping.
0029AA	Remove existing RCP storm drain pipes and provide suitable backfill material compacted in place. Pipe sizes shall vary between 12" and 36" diameter (RS Means 02 41 13.33 3000 + 02 41 19.18 0300 + 31 23 23.16 0020 + 31 23 23.16 0040 + 31 23 23.16 0500)	20		LF
0029AB	Remove existing CMP storm drain pipes and provide suitable backfill material compacted in place. Pipe sizes shall vary between 12" and 36" diameter (RS Means 02 41 13.33 3000 + 02 41 19.18 0300 + 31 23 23.16 0020 + 31 23 23.16 0040 + 31 23 23.16 0500)	20		LF
	DIVISION 03 - CAST-IN-PLACE CONCRETE
25	Relocate road signs. (RS Means 03 05 13.30 0240 + CLAB)	15		EA
26	Provide New Through Curb & Under Sidewalk Drain (RS Means 03 30 53.40 4700 + 03 21 10.60 0600 + 05 12 23.45 2000)	5		EA
27	Provide Concrete Median (RS Means 03 30 53.40 4840 + 03 31 05.70 4600 + 03 39 23.13 0300 + 03 11 13.65 2000)	ERROR:#REF!		CY
28	Provide New Steps 5' Wide (RS Means 03 30 53.40 6850 + 03 15 05.85 0500 + 03 11 23.75 1000 + 03 31 05.70 4600 + 03 21 10.60 0600)	ERROR:#REF!		LF Nose
29	Provide New Dumpster Pad (RS Means 03 30 53.40 4820 + 03 22 05.50 0300 + 03 11 13.65 3050 + 03 31 05.70 4300)	ERROR:#REF!		SF
30	Provide New 8" thick concrete slab, Reinforcement shall be #4 bars @ 12" O.C.E.W. (RS Means 03 30 53.40 4840 + 03 21 10.60 0600 + 03 11 13.65 3050 + 03 31 05.70 4600)	ERROR:#REF!		SF
31	Provide New 12" thick concrete slab, Reinforcement shall be #5 bars @ 12" O.C.E.W. (RS Means 03 30 53.40 4900 + 03 21 10.60 0600 + 03 11 13.65 3050 + 03 31 05.70 4600)	ERROR:#REF!		SF
32	Provide new concrete retaining wall (RS Means G2040 210 3400)			LF
33	Raise Manholes, Inlets & Valve Boxes. This shall include adjusting the frame and cover to grade using solid sewer brick, set in type "s" mortar and parging the outside. In paved areas the excavation shall be backfilled with concrete. The edge around the frame and cover shall be feathered with temporary asphalt until the overlay can be completed.
0038AA	Raise Manhole Frame & Cover using Brick (RS Means 33 44 13.13 3380)			EA
0038AB	Raise Manhole Frame & Cover using Expansion Ring (RS Means 33 44 13.13 3300)			EA
0038AC	Raise Valve Boxes (RS Means 33 44 13.13 3200)	ERROR:#REF!		EA
34	Rebuild existing concrete storm drain inlets. Construction shall be as shown in State of MD Standards 374.31, 378.03 & 378.05 (RS Means N/A)	10		PER RISER FOOT
35	Rebuild existing masonry storm drain manholes and inlets. Construction shall be as shown in MD Standards No. 383.00 (RS Means N/A)	10		PER RISER FOOT
36	Provide repair for damage catch basin's tops. It shall include demolition of existing concrete tops, reusing the existing frame and cover and providing new concrete tops to match State of Maryland Standard 374.31. (RS Means 03 30 53.4 3200 + 03 21 10.60 0400 + 03 11 13.35 1000 + 03 35 29.30 0200 + 03 39 23.13 0300)	ERROR:#REF!		SF
37	Provide New 4'-0" to 7'-0" Deep Standard C O G Inlet using MDOT SHA MD Standard No. 374.31 & 383.61, to Include New Frame & Cover
0042AA	Type C O G 5' Inlet (RS Means N/A)	10		PER RISER FOOT
0042AB	Type C O G 10' Inlet (RS Means N/A)	10		PER RISER FOOT
38	Provide New 3'-0" to 6'-0" Deep WR Inlet using MDOT SHA Standard No. 374.04, 374.02 & 374.03, to Include New Frame & Cover (RS Means 03 30 53.40 3825 + 03 30 53.40 4200 + 03 31 05.70 2400 + 03 31 05.70 4900)			PER RISER FOOT
39	Provide New 3'-0" to 6'-0" Deep Type K Inlet using MDOT SHA MD Standard No. 378.05, and Standard No. MD-378.06 Frame & Cover (Rs Means 33 49 13.10 0900)	10		PER RISER FOOT
40	Provide New Standard 4'-0" Square Manhole, Max. Depth 9', Standard Manhole Frame & Cover using State of Maryland Standard No. MD 383.00, 383.31, 383.32, or 383.61 (RS Means 33 49 13.10 1100)	10		PER RISER FOOT
41	Provide New Standard Manhole, Max. Depth 9', Standard Manhole Frame & Cover using Maryland Standard No. MD 383.01 & 383.31 (RS Means 33 49 13.10 1140)			PER RISER FOOT
42	Provide Standard Type C Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)			CY
43	Provide Standard Type F Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)			CY
44	Provide Standard Type G Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)			CY
	DIVISION 05 - METALS
45	Provide Steel Handrail (RS Means 05 52 13.50 0640)			LF
46	Provide Temporary Traffic Bearing Steel Plates over Trenches in Paved Areas During Construction (RS Means 05 12 23.65 0500)	300		SF
	DIVISION 31 - EARTHWORK
47	Provide Temporary Mulch Stabilization (RS Means 32 91 13.16 0200 + 32 91 13.16 0750)			SY
19	Provide Hand Digging to Locate Existing Utility at Average Depth of 36" (RS Means 31 23 16.13 1500)	25	50	EA
20	Provide Topsoil Stripping & Stockpiling (RS Means 31 14 13.23 1420)		10	CY
21	Provide General Site Excavation (RS Means 31 23 16.42 1350 + 31 23 16.42 0020 + 31 23 23.20 1302)	ERROR:#REF!	5,000	CY
22	Provide Trench Excavation & Backfill Across Asphalt Roads. Backfill under pavement shall be crushed stone. Depth shall not exceed 7-10 ft. (RS Means 31 23 16.13 1362 + 31 23 23.23 0400 + 32 11 23.23 0301)	ERROR:#REF!		CY
23	Provide Trench Excavation & Backfill in Turf Areas. Depth shall not exceed 7-10 ft. (RS Means 31 23 16.13 1362 + 31 23 23.23 0400)	ERROR:#REF!		CY
22	Provide Undercut to Include Removing Unsuitable Subbase Material (RS Means 31 23 16.42 3800 + 31 23 16.42 0020 + 31 23 23.20 1302)	ERROR:#REF!	200	CY
23	Provide Fine Grade & Compact Subgrade (RS Means 31 22 16.10 0012 + 31 23 23.13 1600)	ERROR:#REF!	500	SY
24	Provide Topsoil (RS Means 31 05 13.10 0800 + 31 05 13.10 0900 + 31 23 23.13 0400)	ERROR:#REF!	500	CY
25	Fill Compacted in Place Generated by On-Site Construction (RS Means 31 23 23.14 4420 + 31 23 23.13 1600)	ERROR:#REF!	500	CY
26	Fill Compacted in Place Brought in From Off Base (RS Means 31 23 23.16 0035 + 31 23 23.14 4420 + 31 23 23.13 1600)	ERROR:#REF!	200	CY
27	Provide New Geo-Grid Soil Stabilization Fabric (RS Means 32 11 23.23 6000 + 32 11 23.23 6900)	1,000	5,000	SY
28	Provide 1' Thick, 4"-6" Crushed Stone Rip-Rap & Filter Fabric Soil Stabilization, including excavation, material removal and backfill (RS Means 31 37 13.10 0200 + 32 11 23.23 6000)	40	100	SY
29	Tree Removal
0065AA	Cut & Chip Light Trees up to 6" in Diameter, Remove Stumps (RS Means 31 13 13.20 2040 + 31 13 13.20 3050)		0	EA
0065AB	Cut & Chip Medium Trees 7" to 12" in Diameter, Remove Stumps (RS Means 31 13 13.20 2050 + 31 13 13.20 3100)		0	EA
0065AC	Cut & Chip Heavy Trees 13" to 24" in Diameter, Remove Stumps (RS Means 31 13 13.20 2100 + 31 13 13.20 3150)		0	EA
	DIVISION 32 - EXTERIOR IMPROVEMENTS
29	Remove existing 5" thick asphaltic concrete pavement and 6" thick subbase and provide new 6" crushed stone base, 2 1/2" thick asphalt base course and 2-1/2" thick surface course.		2,000	SY
30	Provide new geogrid: Provide all plant, labor, equipment and appliances and perform all operations required to provide new geogrid material under stone base.		3,000	SY
31	Groove existing asphaltic concrete surface		6,000	SY
32	Provide Two (2) Bituminous Seal or Fog Coats for Existing Asphaltic Concrete Parking Lots (RS Means 32 01 13.66 0100)	10,000		SY
32	Provide Crack Sealing for Bituminous Pavements (RS Means N/A)		100,000	LF
33	Provide New Sealant for Rigid Pavements (RS Means N/A)	600	10,000	LF
34	Route and Seal Cracks in Rigid Pavements (RS Means 03 01 30.71 2020, 2050, 2210)		50,000	LF
35	Provide New Geotextile Fabric on Existing Asphalt Pavement to Reduce Reflective Cracking (RS Means 32 11 23.23 6000)	ERROR:#REF!	5,000	SY
36	Clean all Loose Material/debris & Fill Joints with Sand Asphaltic Mix for Asphaltic Overlay over Concrete Slabs (RS Means N/A)	600	5,000	LF
37	Grind Existing Surfaces.
0037AA	Grind Existing Asphaltic Concrete & Heel in New Surfaces (RS Means N/A)	9,500	8,500	SY
0037AB	Grind Existing Concrete Surfaces for New Asphalt Overlay (RS Means N/A)	1,000	5,000	SY
38	Provide Partial Depth Patching of Rigid Paving (RS Means N/A)		1,000	CY
39	Provide Crushed Stone Base CR-6 Compacted in Place (RS Means 32 11 23.23 0301)	250	500	CY
40	Provide Recycled Concrete Base RC-6, Compacted in Place (RS Means N/A) COMPACTED TO 4" DEEP	ERROR:#REF!	500	CY
41	Provide Aggregate and Graded-Crushed Aggregate Base Course at the following depths, Compacted in Place:
0041AA	4" Crushed Stone (RS Means 32 11 23.23 0301)	ERROR:#REF!	3,500	SY
0041AB	6" Crushed Stone (RS Means 32 11 23.23 0302)		1,800	SY
0079AC	8" Crushed Stone (RS Means 32 11 23.23 0303)			SY
0079AD	12" Crushed Stone (RS Means 32 11 23.23 0304)			SY
42	Provide New Asphalt Concrete Binder Course & Prime Coat at the Following Depths:
0042AA	2" Thick (RS Means 32 12 16.13 0120 + 31 23 23.20 1502)		500	SY
0042AB	2-1/2" Thick (RS Means 32 12 16.13 0130 + 31 23 23.20 1502)	ERROR:#REF!	500	SY
0042AC	3" Thick (RS Means 32 12 16.13 0160 + 31 23 23.20 1502)		2,500	SY
0042AD	4" Thick (RS Means 32 12 16.13 0200 + 31 23 23.20 1502)		200	SY
43	Provide New Asphalt Concrete Wedge Course (RS Means 32 12 16.13 0813)	ERROR:#REF!	5	TONS
44	Provide New Asphalt Concrete Wearing Course & Tack Coat at the Following Depths:
0044AA	1-1/2" Thick (RS Means 32 12 16.13 0340 + 31 23 23.20 1502)	30,000	100	SY
0044AB	2" Thick (RS Means 32 12 16.13 0380 + 31 23 23.20 1502)	ERROR:#REF!	431	SY
0044AC	3" Thick (RS Means 32 12 16.13 0460 + 31 23 23.20 1502)		501	SY
0044AD	4" Thick (RS Means 32 12 16.13 0480 + 31 23 23.20 1502)		500	SY
45	Provide Trench Repair for Asphalt Concrete Roadways (RS Means 32 12 16.13 1080 + 31 23 23.20 1502)	ERROR:#REF!		SY
46	Provide Asphalt Base Course 2" Thick for Golf Cart/Jogging Paths (RS Means 32 12 16.13 0130 + 31 23 23.20 1502 + 1.5 factor)			SY
47	Provide Tack Coat & 1-1/2" Thick Asphalt Overlay for Golf Cart/Jogging Paths (RS Means 32 12 16.13 0340 + 31 23 23.20 1502 + 1.5 factor)	2,500		SY
45	Provide Reinforced Concrete Paving to the following depths:
0045AA	8" Thick (RS Means 32 13 13.23 0110 + 32 13 13.23 0530 + 32 13 13.23 0700 + 32 13 13.23 1000)		5	SY
0086AB	10" Thick (RS Means 32 13 13.23 0310 + 32 13 13.23 0540 + 32 13 13.23 0700 + 32 13 13.23 1000)			SY
0086AC	12" Thick (RS Means 32 13 13.23 0400 + 32 13 13.23 0540 + 32 13 13.23 0700 + 32 13 13.23 1000)			SY
46	Provide New Concrete Sidewalk (RS Means 32 06 10.10 0310 + 32 11 23.23 0300)	ERROR:#REF!		SF
47	Provide New Sidewalk Ramp Parallel, Including Detectable Warning Surfaces. Construction shall be as shown in MDOT SHA Standards 655.40 & 655.12 (RS Means 03 30 53.40)			EA
48	Provide New Sidewalk Ramp Perpendicular, Including Detectable Warning Surfaces. Construction shall be as shown in MDOT SHA Standards 655.40 & 655.11 (RS Means 03 30 53.40)			EA
49	Provide New Sidewalk Ramp Combination, Including Detectable Warning Surfaces. Construction shall be as shown in MDOT SHA Standards 655.40 & 655.13 (RS Means 03 30 53.40)			EA
50	Provide New Curb Opening Section for Combination Curb & Gutter using MD Standard No. 640.02 (RS Means 32 16 13.13 0411 + 03 30 53.40 4700 + 03 39 23.13 0300)	35		EA
46	Provide New Concrete Curb & Gutter, Straight (RS Means 32 16 13.13 0440)	2,400	5	LF
47	Provide New Concrete Curb & Gutter, Radius (RS Means 32 16 13.13 0441)		5	LF
48	Traffic markings
0048AA	Provide New Line Striping (RS Means 32 17 23.13 0020 + 32 17 23.14 0790)	5,500	500	LF
0048AB	Remove Line Striping Paint. (RS Means 32 17 23.13 1400)	1,000	500	LF
0094AC	Provide Painted International Symbol of Accessibility Parking Space Marking (RS Means N/A)	ERROR:#REF!		EA
0094AD	Provide Painted Yield Traffic Marking (RS Means 32 17 23.13 0600 + 32 17 23.14 0790)			EA
0094AE	Provide Painted Traffic Marking "ONLY" (RS Means 32 17 23.13 0780 + 32 17 23.14 0790)	6		EA
0094AF	Provide Painted Crosswalks (RS Means 32 17 23.13 0620 + 32 17 23.14 0790)	ERROR:#REF!		SF
0094AG	Provide Painted Arrows (RS Means 32 17 23.13 0620 + 32 17 23.14 0790)	7		SF
0048AH	Provide Traffic Control Measures (RS Means N/A)		1	Lot
49	Provide Seed Repair (RS Means 32 92 19.13 0310 + 32 91 13.16 0200)		5	SY
50	Provide Sod Repair (RS Means 32 92 23.10 0600)	430	5	SY
51	Remove & Re-install Wheel Stops (RS Means N/A)	ERROR:#REF!		EA	$72.10	$0.00
52	Provide New Precast Concrete Wheel Stops (RS Means 32 17 13.19 1100)	ERROR:#REF!		EA	$99.20	$0.00
53	Provide new 6" diameter steel pipe ballards, filled with concrete, primed and painted with two coats of yellow safety paint. (RS Means 32 17 13.13 1300)	4		EA	$1,108.50	$0.00
	DIVISION 33 - UTILITIES
54	Provide New WR Inlet Frame & Cover using MDOT SHA Standard 374.02 & 374.03 (RS Means N/A)			EA	$2,060.00	$0.00
55	Provide New Standard Type K Inlet Frame & Cover using State of Maryland Standard No. 378.06 (RS Means N/A)	6		EA	$2,060.00	$0.00
56	Provide New Manhole Type A Frame & Cover using State of Maryland Standard No. 383.31 & 383.32 (RS Means N/A)	6		EA	$2,060.00	$0.00
57	Provide New Manhole Type D Frame & Cover using State of Maryland Standard No. 383.61 (RS Means N/A)	6		EA	$1,854.00	$0.00
58	Provide New 6" Diameter Perforated Underdrain Pipe (RS Means 33 46 16.40 0020)	50		LF	$35.18	$0.00
59	Provide Trench Drain System (RS Means 22 14 26.13 6770 + 03 30 53.40)			LF	$323.29	$0.00
60	Provide & Install New Reinforced Concrete Pipe (RCP), Class III
00106AA	12" Diameter (RS Means 33 41 13.60 2010)	ERROR:#REF!		LF	$42.21	$0.00
00106AB	12" Diameter End Section (RS Means 33 41 13.60 2330)	4		EA	$424.10	$0.00
00106AC	15" Diameter (RS Means 33 41 13.60 2020)	ERROR:#REF!		LF	$46.87	$0.00
00106AD	15" Diameter End Section (RS Means 33 41 13.60 2340)	4		EA	$505.12	$0.00
00106AE	18" Diameter (RS Means 33 41 13.60 2030)	50		LF	$56.28	$0.00
00106AF	18" Diameter End Section (RS Means 33 46 13.60 2400)	4		EA	$591.22	$0.00
00106AG	24" Diameter (RS Means 33 46 13.60 2040)	50		LF	$77.87	$0.00
00106AH	24" Diameter End Section (RS Means 33 46 13.60 2420)	4		EA	$742.63	$0.00
61	Provide & Install New 16 Gauge Corrugated Metal Pipe (CMP).
00107AA	12" Diameter (RS Means 33 41 13.40 2560)	ERROR:#REF!		LF	$32.56	$0.00
00107AB	12" Diameter End Section (RS Means 33 41 13.40 2790)	6		EA	$283.96	$0.00
00107AC	15" Diameter (RS Means 33 41 13.40 2600)	ERROR:#REF!		LF	$41.76	$0.00
00107AD	15" Diameter End Section (RS Means 33 41 13.40 2800)	6		EA	$303.34	$0.00
00107AE	18" Diameter (RS Means 33 41 13.40 2600)	50		LF	$41.76	$0.00
00107AF	18" Diameter End Section (RS Means 33 41 13.40 2800)	4		EA	$303.34	$0.00
00107AG	24" Diameter (RS Means 33 41 13.40 2620)	50		LF	$51.20	$0.00
00107AH	24" Diameter End Section (RS Means 33 41 13.40 2810)	4		EA	$453.53	$0.00
62	Povide and Install New High-Density Polyethylene (HDPE)
00108AA	12" Diameter (RS Means 33 31 13.25 3030)			LF	$26.82	$0.00
00108AB	12" Diameter End Section (RS Means N/A)			EA	$490.28	$0.00
00108AC	15" Diameter (RS Means 33 31 13.25 3040)			LF	$29.48	$0.00
00108AD	15" Diameter End Section (RS Means N/A)			EA	$519.12	$0.00
00108AE	18" Diameter (RS Means 33 31 13.25 3050)			LF	$34.57	$0.00
00108AF	18" Diameter End Section (RS Means N/A)			EA	$519.12	$0.00
00108AG	24" Diameter (RS Means 33 31 13.25 3070)			LF	$54.14	$0.00
00108AH	24" Diameter End Section (RS Means N/A)			EA	$749.84	$0.00
	GRAND TOTAL					$0.00

NOTE 1: Unlike firm-fixed price contracts, there will not be any separate lump sum payments for any bond premiums, or other

bond costs under the contract. Therefore, unit prices are to include all costs associated with the work element of the CLIN.

The Contractor will be required to provide bonding in accordance with the terms and conditions of the contract.

&"Arial,Bold"Pricing Schedule December 2015

FA2860-16-R-0016

PROJECT AJXF 16-1550

REPAIR TAXIWAY ECHO

&"MS Sans Serif,Regular"

&"MS Sans Serif,Bold"&8FOR OFFICIAL USE ONLY Duplication, dissemination or use for other than official purpose is restricted as per DoD Directive 5400.7 as implemented by DoD Directives 5400.7-R and 5200.1-R

File details come from the government source that posted it. Updated Nov 14, 2017.