Price_List.xlsx

XLSX spreadsheet 94 KB Posted Sep 28, 2017

Attached to: Repair Base Roads & Parking Lots IDC Federal contract opportunity
Solicitation number: FA2860-17-R-0019
Issued by: Department of the Air Force Headquarters District Washington

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File	Type	Posted
Wage_Determination_Number_MD170007_(MD7).docx	DOCX document	Sep 28, 2017
Specifications_-_Repair_Base_Roads_&_Parking_Lots.pdf	PDF	Sep 28, 2017
Wage_Determination_Number_MD170015_(MD15).docx	DOCX document	Sep 28, 2017
FA2860-17-R-0019_Repair_Base_Roads_&_Parking_Lots.docx	DOCX document	Sep 28, 2017

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BASE YR

ITEM	DESCRIPTION		ESTIMATED QTY	UNIT	UNIT PRICE	TOTAL
	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: AJXF17-1525 Roads IDC. The specific line items include, but are not limited to the following tasks:
	DIVISION 01 - GENERAL REQUIREMENTS
0000	MDE Permits (LARGER PROJECT)
0000A	MDE Permit, Erosion and Sediment Control Drawings, Surveying, Engineering Layouts		1.0	EA
0000B	Permit Expediting Service, Fees		1.0	EA
0001	MDE Permits (SMALLER PROJECT)
0001A	Erosion and Sediment Control Drawings, Surveying, Engineering Layouts		1.0	EA
2	Provide Silt Fence (RS Means 31 25 13.10 1100)	500	100.0	LF
3	Provide Super Silt Fence (RS Means 31 25 13.10 1000 + 01 56 26.5 0020 + 31 23 16.14 2050)		10.0	LF
4	Provide Stabilized Construction Entrance (RS Means 32 11 23.23 6000 + 32 11 23.23 0301)		1.0	SY
5	Provide Median Inlet Protection (RS Means 32 11 23.23 0301 + 31 37 13.10 0100 + 31 25 13.10 1100)		1.0	EA
6	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 0200)		1.0	EA
7	Provide At-Grade Inlet Protection (RS Means 32 11 23.23 6000 + 32 11 23.23 0301)		10.0	SY
8	Provide Curb Inlet Protection (RS Means 32 11 23.23 6000 + 32 11 23.23 0301 + 06 11 10.02 2625)		10.0	LF
	DIVISION 02 - EXISTING CONDITIONS
9	Provide Base Line Survey for Curb & Gutter and Storm Drainage Layout (RS Means N/A)	2,400	100.0	LF
10	Provide New Curb & Gutter Topographical Survey, Design & Stakeout (RS Means N/A)	2,400	100.0	LF
11	Provide Roadway/Parking Lot Topographical Survey, Design & Stakeout (RS Means N/A)	1,000	10000.0	SY
12	Provide Layout & Stakeout of New Golf Cart Paths (RS Means N/A)	1,000	10.0	LF
13	Provide Storm Drainage Design & Stakeout (RS Means N/A)	350	10.0	LF
14	Provide saw cutting. Average depth:
0014AA	3" (RS Means 02 41 19.25 0015)	1,100	100.0	LF
0014AB	6" (RS Means 02 41 19.25 0020)	1,100	2000.0	LF
0014AC	9" (RS Means 02 41 16.25 0020)	500	10.0	LF
0014AD	12" (RS Means 02 41 16.25 0020)	750	10.0	LF
0014AE	14" (RS Means 02 41 16.25 0020)	750	10.0	LF
15	Provide Pavement Demolition & Disposal
0015AA	Remove & Dispose 3" Thick Bituminous Pavement (RS Means 02 41 13.17 5010 + 02 41 19.18 0200)		500.0	SY
0015AB	Remove & Dispose 4-6" Thick Bituminous Pavement (RS Means 02 41 13.17 5050 + 02 41 19.18 0200)	ERROR:#REF!	500.0	SY
0015AC	Remove & Dispose 4"-6" Thick Concrete Pavement (RS Means 02 41 13.17 5200 + 02 41 19.18 0200)	ERROR:#REF!	100.0	SY
0015AD	Remove & Dispose 7" - 10" Thick Concrete Pavement (RS Means 02 41 13.17 5400 + 02 41 19.18 0200)	450	10.0	CY
0015AE	Remove & Dispose 11" - 14" Thick Concrete Pavement (RS Means 02 41 13.17 5400 + 02 41 19.18 0200)	450	10.0	CY
16	Remove & Dispose Existing Bituminous Walkway (RS Means 02 41 13.33 4000 + 02 41 19.18 0200)		10.0	SY
17	Remove & Dispose Existing Concrete Sidewalk (RS Means 02 41 13.33 4100 + 02 41 19.18 0200)		10.0	SY
18	Remove & Dispose Existing Concrete Curb (RS Means 02 41 13.17 6000 02 41 19.18 0200)		100.0	LF
19	Remove & Dispose Existing Concrete Curb & Gutter (RS Means 02 41 13.17 6100 + 02 41 19.18 0200)		100.0	LF
20	Remove & Dispose Wheel Stops (RS Means 02 41 19.18 0200)		1.0	EA
21	Remove & Dispose Existing Reinforced 8" Thick Concrete Walls (RS Means 02 41 16.17 2080 + 02 41 19.18 0200)	50	10.0	SF
22	Remove & Dispose Existing Reinforced 12" Thick Concrete Footings up to 3' Wide (RS Means 02 41 16.17 1120 + 02 41 19.18 0200)		20.0	LF
23	Remove & Dispose Existing Concrete Steps (RS Means 02 41 16.17 0440 + 02 41 19.18 0200)		5.0	SF
24	Remove & Dispose of Drainage Structures
0024AA	Remove existing reinforced 8" thick concrete storm drainage structure (RS Means N/A)	7	1.0	PER RISER FOOT
0024AB	Remove existing reinforced 8" thick masonry storm drainage structure (RS Means 02 41 13.33 0020 + 02 41 19.18 0200 )	10	1.0	PER RISER FOOT
25	Remove & Dispose of Drainage Piping.
0025AA	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 2000 + 02 41 19.18 0200 + 31 23 23.16 0020 + 31 23 23.16 0040 + 31 23 23.16 0500)	20	10.0	LF
0025AB	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 2000 + 02 41 19.18 0200 + 31 23 23.16 0020 + 31 23 23.16 0040 + 31 23 23.16 0500)	20	10.0	LF
	DIVISION 03 - CAST-IN-PLACE CONCRETE
26	Relocate road signs. (RS Means 03 05 13.30 0240 + CLAB)	15	1.0	EA
27	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	1.0	EA
28	Provide Concrete Median (RS Means 03 30 53.40 4840 + 03 31 05.70 4600 + 03 39 23.13 0200 + 03 11 13.65 2000)	ERROR:#REF!	10.0	CY
29	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!	5.0	LF Nose
30	Provide New Dumpster Pad (RS Means 03 30 53.40 4820 + 03 22 05.50 0200 + 03 11 13.65 3050 + 03 31 05.70 4200)	ERROR:#REF!	100.0	SF
31	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!	100.0	SF
32	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!	100.0	SF
33	Provide new concrete retaining wall (RS Means G2040 210 3400)		5.0	LF
34	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.
0034AA	Raise Manhole Frame & Cover using Brick (RS Means 33 44 13.13 3380)		1.0	EA
0034AB	Raise Manhole Frame & Cover using Expansion Ring (RS Means 33 44 13.13 3200)		1.0	EA
0034AC	Raise Valve Boxes (RS Means 33 44 13.13 3200)	ERROR:#REF!	1.0	EA
35	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	1.0	PER RISER FOOT
36	Rebuild existing masonry storm drain manholes and inlets. Construction shall be as shown in MD Standards No. 383.00 (RS Means N/A)	10	1.0	PER RISER FOOT
37	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 0200)	ERROR:#REF!	10.0	SF
38	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
0038AA	Type C O G 5' Inlet (RS Means N/A)	10	1.0	PER RISER FOOT
0038AB	Type C O G 10' Inlet (RS Means N/A)	10	1.0	PER RISER FOOT
39	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)		1.0	PER RISER FOOT
40	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	1.0	PER RISER FOOT
41	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	1.0	PER RISER FOOT
42	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)		1.0	PER RISER FOOT
43	Provide Standard Type C Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
44	Provide Standard Type F Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
45	Provide Standard Type G Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
	DIVISION 05 - METALS
46	Provide Steel Handrail (RS Means 05 52 13.50 0640)		10.0	LF
47	Provide Temporary Traffic Bearing Steel Plates over Trenches in Paved Areas During Construction (RS Means 05 12 23.65 0500)	200	50.0	SF
	DIVISION 31 - EARTHWORK
48	Provide Temporary Mulch Stabilization (RS Means 32 91 13.16 0200 + 32 91 13.16 0750)		100.0	SY
49	Provide Hand Digging to Locate Existing Utility at Average Depth of 36" (RS Means 31 23 16.13 1000)	25	10.0	EA
50	Provide Topsoil Stripping & Stockpiling (RS Means 31 14 13.23 1420)		10.0	CY
51	Provide General Site Excavation (RS Means 31 23 16.42 1350 + 31 23 16.42 0020 + 31 23 23.20 1302)	ERROR:#REF!	200.0	CY
52	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!	10.0	CY
53	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!	10.0	CY
54	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!	2000.0	CY
55	Provide Fine Grade & Compact Subgrade (RS Means 31 22 16.10 0012 + 31 23 23.13 1600)	ERROR:#REF!	5000.0	SY
56	Provide Topsoil (RS Means 31 05 13.10 0800 + 31 05 13.10 0900 + 31 23 23.13 0400)	ERROR:#REF!	100.0	CY
57	Fill Compacted in Place Generated by On-Site Construction (RS Means 31 23 23.14 4420 + 31 23 23.13 1600)	ERROR:#REF!	100.0	CY
58	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!	50.0	CY
59	Provide New Geo-Grid Soil Stabilization Fabric (RS Means 32 11 23.23 6000 + 32 11 23.23 6900)	1,000	1000.0	SY
60	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	10.0	SY
61	Tree Removal
0061AA	Cut & Chip Light Trees up to 6" in Diameter, Remove Stumps (RS Means 31 13 13.20 2040 + 31 13 13.20 3050)		1.0	EA
0061AB	Cut & Chip Medium Trees 7" to 12" in Diameter, Remove Stumps (RS Means 31 13 13.20 2050 + 31 13 13.20 3100)		1.0	EA
0061AC	Cut & Chip Heavy Trees 13" to 24" in Diameter, Remove Stumps (RS Means 31 13 13.20 2100 + 31 13 13.20 3100)		1.0	EA
	DIVISION 32 - EXTERIOR IMPROVEMENTS
62	Provide Two (2) Bituminous Seal or Fog Coats for Existing Asphaltic Concrete Parking Lots (RS Means 32 01 13.66 0100)	10,000	1000.0	SY
63	Provide a Single Bituminous Surface Treatment (SBST)		19000	SY
64	Provide a Double Bituminous Surface Treatment (DBST)		1000	SY
65	Provide Crack Sealing for Bituminous Pavements (RS Means N/A)		5000.0	LF
66	Provide New Sealant for Rigid Pavements (RS Means N/A)	600	100.0	LF
67	Route and Seal Cracks in Rigid Pavements (RS Means 03 01 30.71 2020, 2050, 2210)		100.0	LF
68	Provide New Geotextile Fabric on Existing Asphalt Pavement to Reduce Reflective Cracking (RS Means 32 11 23.23 6000)	ERROR:#REF!	100.0	SY
69	Clean all Loose Material/debris & Fill Joints with Sand Asphaltic Mix for Asphaltic Overlay over Concrete Slabs (RS Means N/A)	600	100.0	LF
70	Grind Existing Surfaces.
0070AA	Grind Existing Asphaltic Concrete & Heel in New Surfaces (RS Means N/A)	9,500	19000.0	SY
0070AB	Grind Existing Concrete Surfaces for New Asphalt Overlay (RS Means N/A)	1,000	100.0	SY
71	Provide Partial Depth Patching of Rigid Paving (RS Means N/A)		100.0	CY
72	Provide Crushed Stone Base CR-6 Compacted in Place (RS Means 32 11 23.23 0301)	250	100.0	CY
73	Provide Recycled Concrete Base RC-6, Compacted in Place (RS Means N/A) COMPACTED TO 4" DEEP	ERROR:#REF!	100.0	CY
74	Provide Aggregate and Graded-Crushed Aggregate Base Course at the following depths, Compacted in Place:
0074AA	4" Crushed Stone (RS Means 32 11 23.23 0301)	ERROR:#REF!	500.0	SY
0074AB	6" Crushed Stone (RS Means 32 11 23.23 0302)		1000.0	SY
0074AC	8" Crushed Stone (RS Means 32 11 23.23 0303)		100.0	SY
0074AD	12" Crushed Stone (RS Means 32 11 23.23 0304)		100.0	SY
75	Provide New Asphalt Concrete Binder Course & Prime Coat at the Following Depths:
0075A	2" Thick (RS Means 32 12 16.13 0120 + 31 23 23.20 1002)		100.0	SY
0075AA	2-1/2" Thick (RS Means 32 12 16.13 0130 + 31 23 23.20 1002)	ERROR:#REF!	100.0	SY
0075AB	3" Thick (RS Means 32 12 16.13 0160 + 31 23 23.20 1002)		19000.0	SY
0075AC	4" Thick (RS Means 32 12 16.13 0200 + 31 23 23.20 1002)		100.0	SY
76	Provide New Asphalt Concrete Wedge Course (RS Means 32 12 16.13 0813)	ERROR:#REF!	100.0	TONS
77	Provide New Asphalt Concrete Wearing Course & Tack Coat at the Following Depths:
0077AA	1-1/2" Thick (RS Means 32 12 16.13 0340 + 31 23 23.20 1002)	19,000	100.0	SY
0077AB	2" Thick (RS Means 32 12 16.13 0380 + 31 23 23.20 1002)	ERROR:#REF!	19000.0	SY
0077AC	3" Thick (RS Means 32 12 16.13 0460 + 31 23 23.20 1002)		100.0	SY
0077AD	4" Thick (RS Means 32 12 16.13 0480 + 31 23 23.20 1002)		100.0	SY
78	Provide Trench Repair for Asphalt Concrete Roadways (RS Means 32 12 16.13 1080 + 31 23 23.20 1002)	ERROR:#REF!	50.0	SY
79	Provide Asphalt Base Course 2" Thick for Golf Cart/Jogging Paths (RS Means 32 12 16.13 0130 + 31 23 23.20 1002 + 1.5 factor)		100.0	SY
80	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 1002 + 1.5 factor)	2,500	100.0	SY
81	Provide Reinforced Concrete Paving to the following depths:
0081AA	8" Thick (RS Means 32 13 13.23 0110 + 32 13 13.23 0530 + 32 13 13.23 0700 + 32 13 13.23 1000)		100.0	SY
0081AB	10" Thick (RS Means 32 13 13.23 0310 + 32 13 13.23 0540 + 32 13 13.23 0700 + 32 13 13.23 1000)		100.0	SY
0081AC	12" Thick (RS Means 32 13 13.23 0400 + 32 13 13.23 0540 + 32 13 13.23 0700 + 32 13 13.23 1000)		100.0	SY
82	Provide New Concrete Sidewalk (RS Means 32 06 10.10 0310 + 32 11 23.23 0200)	ERROR:#REF!	1000.0	SF
83	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)		5.0	EA
84	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)		5.0	EA
85	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)		5.0	EA
86	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 0200)	35	5.0	EA
87	Provide New Concrete Curb & Gutter, Straight (RS Means 32 16 13.13 0440)	2,400	200.0	LF
88	Provide New Concrete Curb & Gutter, Radius (RS Means 32 16 13.13 0441)		200.0	LF
89	Traffic markings
0089AA	Provide New Line Striping (RS Means 32 17 23.13 0020 + 32 17 23.14 0790)	5,500	19000.0	LF
0089AB	Remove Line Striping Paint. (RS Means 32 17 23.13 1400)	1,000	500.0	LF
0089AC	Provide Painted International Symbol of Accessibility Parking Space Marking (RS Means N/A)	ERROR:#REF!	20.0	EA
0089AD	Provide Painted Yield Traffic Marking (RS Means 32 17 23.13 0600 + 32 17 23.14 0790)		10.0	EA
0089AE	Provide Painted Traffic Marking "ONLY" (RS Means 32 17 23.13 0780 + 32 17 23.14 0790)	6	10.0	EA
0089AF	Provide Painted Crosswalks (RS Means 32 17 23.13 0620 + 32 17 23.14 0790)	ERROR:#REF!	500.0	SF
0089AG	Provide Painted Arrows (RS Means 32 17 23.13 0620 + 32 17 23.14 0790)	7	500.0	SF
0089AH	Provide Traffic Control Measures (RS Means N/A)		10.0	Lot
90	Provide Seed Repair (RS Means 32 92 19.13 0310 + 32 91 13.16 0200)		100.0	SY
91	Provide Sod Repair (RS Means 32 92 23.10 0600)	430	100.0	SY
92	Remove & Re-install Wheel Stops (RS Means N/A)	ERROR:#REF!	15.0	EA
93	Provide New Precast Concrete Wheel Stops (RS Means 32 17 13.19 1100)	ERROR:#REF!	10.0	EA
94	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 1200)	4	5.0	EA
	DIVISION 33 - UTILITIES
95	Provide New WR Inlet Frame & Cover using MDOT SHA Standard 374.02 & 374.03 (RS Means N/A)		1.0	EA
96	Provide New Standard Type K Inlet Frame & Cover using State of Maryland Standard No. 378.06 (RS Means N/A)	6	1.0	EA
97	Provide New Manhole Type A Frame & Cover using State of Maryland Standard No. 383.31 & 383.32 (RS Means N/A)	6	1.0	EA
98	Provide New Manhole Type D Frame & Cover using State of Maryland Standard No. 383.61 (RS Means N/A)	6	1.0	EA
99	Provide New 6" Diameter Perforated Underdrain Pipe (RS Means 33 46 16.40 0020)	50	50.0	LF
100	Provide Trench Drain System (RS Means 22 14 26.13 6770 + 03 30 53.40)		10.0	LF
101	Provide & Install New Reinforced Concrete Pipe (RCP), Class III
0101AA	12" Diameter (RS Means 33 41 13.60 2010)	ERROR:#REF!	20.0	LF
0101AB	12" Diameter End Section (RS Means 33 41 13.60 2330)	4	2.0	EA
0101AC	15" Diameter (RS Means 33 41 13.60 2020)	ERROR:#REF!	20.0	LF
0101AD	15" Diameter End Section (RS Means 33 41 13.60 2340)	4	2.0	EA
0101AE	18" Diameter (RS Means 33 41 13.60 2030)	50	20.0	LF
0101AF	18" Diameter End Section (RS Means 33 46 13.60 2400)	4	2.0	EA
0101AG	24" Diameter (RS Means 33 46 13.60 2040)	50	20.0	LF
0101AH	24" Diameter End Section (RS Means 33 46 13.60 2420)	4	2.0	EA
102	Povide and Install New High-Density Polyethylene (HDPE)
0102AA	12" Diameter (RS Means 33 31 13.25 3030)		20.0	LF
0102AB	12" Diameter End Section (RS Means N/A)		2.0	EA
0102AC	15" Diameter (RS Means 33 31 13.25 3040)		20.0	LF
0102AD	15" Diameter End Section (RS Means N/A)		2.0	EA
0102AE	18" Diameter (RS Means 33 31 13.25 3050)		20.0	LF
0102AF	18" Diameter End Section (RS Means N/A)		2.0	EA
0102AG	24" Diameter (RS Means 33 31 13.25 3070)		20.0	LF
0102AH	24" Diameter End Section (RS Means N/A)		2.0	EA
	GRAND TOTAL

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"PRICE LIST

PROJECT AJXF 17-1525

REPAIR BASE ROADS/PARKING LOTS

BASE YEAR: FROM 15 JANUARY 2018 TO AND INCLUDING 14 JANUARY 2019&"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

OPTION 1

ITEM	DESCRIPTION		ESTIMATED QTY	UNIT	UNIT PRICE	TOTAL
	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: AJXF17-1525 Roads IDC. The specific line items include, but are not limited to the following tasks:
	DIVISION 01 - GENERAL REQUIREMENTS
1000	MDE Permits (LARGER PROJECT)
1000A	MDE Permit, Erosion and Sediment Control Drawings, Surveying, Engineering Layouts		1.0	EA
1000B	Permit Expediting Service, Fees		1.0	EA
1001	MDE Permits (SMALLER PROJECT)
1001A	Erosion and Sediment Control Drawings, Surveying, Engineering Layouts		1.0	EA
1002	Provide Silt Fence (RS Means 31 25 13.10 1100)	500	100.0	LF
1003	Provide Super Silt Fence (RS Means 31 25 13.10 1000 + 01 56 26.5 0020 + 31 23 16.14 2050)		10.0	LF
1004	Provide Stabilized Construction Entrance (RS Means 32 11 23.23 6000 + 32 11 23.23 0301)		1.0	SY
1005	Provide Median Inlet Protection (RS Means 32 11 23.23 0301 + 31 37 13.10 0100 + 31 25 13.10 1100)		1.0	EA
1006	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)		1.0	EA
1007	Provide At-Grade Inlet Protection (RS Means 32 11 23.23 6000 + 32 11 23.23 0301)		10.0	SY
1008	Provide Curb Inlet Protection (RS Means 32 11 23.23 6000 + 32 11 23.23 0301 + 06 11 10.02 2625)		10.0	LF
	DIVISION 02 - EXISTING CONDITIONS
1009	Provide Base Line Survey for Curb & Gutter and Storm Drainage Layout (RS Means N/A)	2,400	100.0	LF
1010	Provide New Curb & Gutter Topographical Survey, Design & Stakeout (RS Means N/A)	2,400	100.0	LF
1011	Provide Roadway/Parking Lot Topographical Survey, Design & Stakeout (RS Means N/A)	1,500	10000.0	SY
1012	Provide Layout & Stakeout of New Golf Cart Paths (RS Means N/A)	1,500	10.0	LF
1013	Provide Storm Drainage Design & Stakeout (RS Means N/A)	350	10.0	LF
1014	Provide saw cutting. Average depth:
1014AA	3" (RS Means 02 41 19.25 0015)	1,100	100.0	LF
1014AB	6" (RS Means 02 41 19.25 0020)	1,100	2000.0	LF
1014AC	9" (RS Means 02 41 16.25 0020)	500	10.0	LF
1014AD	12" (RS Means 02 41 16.25 0020)	750	10.0	LF
1014AE	14" (RS Means 02 41 16.25 0020)	750	10.0	LF
1015	Provide Pavement Demolition & Disposal
1015AA	Remove & Dispose 3" Thick Bituminous Pavement (RS Means 02 41 13.17 5010 + 02 41 19.18 0300)		500.0	SY
1015AB	Remove & Dispose 4-6" Thick Bituminous Pavement (RS Means 02 41 13.17 5050 + 02 41 19.18 0300)	ERROR:#REF!	500.0	SY
1015AC	Remove & Dispose 4"-6" Thick Concrete Pavement (RS Means 02 41 13.17 5200 + 02 41 19.18 0300)	ERROR:#REF!	100.0	SY
1015AD	Remove & Dispose 7" - 10" Thick Concrete Pavement (RS Means 02 41 13.17 5400 + 02 41 19.18 0300)	450	10.0	CY
1015AE	Remove & Dispose 11" - 14" Thick Concrete Pavement (RS Means 02 41 13.17 5400 + 02 41 19.18 0300)	450	10.0	CY
1016	Remove & Dispose Existing Bituminous Walkway (RS Means 02 41 13.33 4000 + 02 41 19.18 0300)		10.0	SY
1017	Remove & Dispose Existing Concrete Sidewalk (RS Means 02 41 13.33 4100 + 02 41 19.18 0300)		10.0	SY
1018	Remove & Dispose Existing Concrete Curb (RS Means 02 41 13.17 6000 02 41 19.18 0300)		100.0	LF
1019	Remove & Dispose Existing Concrete Curb & Gutter (RS Means 02 41 13.17 6100 + 02 41 19.18 0300)		100.0	LF
1020	Remove & Dispose Wheel Stops (RS Means 02 41 19.18 0300)		1.0	EA
1021	Remove & Dispose Existing Reinforced 8" Thick Concrete Walls (RS Means 02 41 16.17 2080 + 02 41 19.18 0300)	50	10.0	SF
1022	Remove & Dispose Existing Reinforced 12" Thick Concrete Footings up to 3' Wide (RS Means 02 41 16.17 1120 + 02 41 19.18 0300)		20.0	LF
1023	Remove & Dispose Existing Concrete Steps (RS Means 02 41 16.17 0440 + 02 41 19.18 0300)		5.0	SF
1024	Remove & Dispose of Drainage Structures
1024AA	Remove existing reinforced 8" thick concrete storm drainage structure (RS Means N/A)	7	1.0	PER RISER FOOT
1024AB	Remove existing reinforced 8" thick masonry storm drainage structure (RS Means 02 41 13.33 0020 + 02 41 19.18 0300 )	10	1.0	PER RISER FOOT
1025	Remove & Dispose of Drainage Piping.
1025AA	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	10.0	LF
1025AB	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	10.0	LF
	DIVISION 03 - CAST-IN-PLACE CONCRETE
1026	Relocate road signs. (RS Means 03 05 13.30 0240 + CLAB)	15	1.0	EA
1027	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	1.0	EA
1028	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!	10.0	CY
1029	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!	5.0	LF Nose
1030	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!	100.0	SF
1031	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!	100.0	SF
1032	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!	100.0	SF
1033	Provide new concrete retaining wall (RS Means G2040 210 3400)		5.0	LF
1034	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.
1034AA	Raise Manhole Frame & Cover using Brick (RS Means 33 44 13.13 3380)		1.0	EA
1034AB	Raise Manhole Frame & Cover using Expansion Ring (RS Means 33 44 13.13 3300)		1.0	EA
1034AC	Raise Valve Boxes (RS Means 33 44 13.13 3200)	ERROR:#REF!	1.0	EA
1035	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	1.0	PER RISER FOOT
1036	Rebuild existing masonry storm drain manholes and inlets. Construction shall be as shown in MD Standards No. 383.00 (RS Means N/A)	10	1.0	PER RISER FOOT
1037	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!	10.0	SF
1038	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
1038AA	Type C O G 5' Inlet (RS Means N/A)	10	1.0	PER RISER FOOT
1038AB	Type C O G 10' Inlet (RS Means N/A)	10	1.0	PER RISER FOOT
1039	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)		1.0	PER RISER FOOT
1040	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	1.0	PER RISER FOOT
1041	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	1.0	PER RISER FOOT
1042	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)		1.0	PER RISER FOOT
1043	Provide Standard Type C Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
1044	Provide Standard Type F Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
1045	Provide Standard Type G Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
	DIVISION 05 - METALS
1046	Provide Steel Handrail (RS Means 05 52 13.50 0640)		10.0	LF
1047	Provide Temporary Traffic Bearing Steel Plates over Trenches in Paved Areas During Construction (RS Means 05 12 23.65 0500)	300	40.0	SF
	DIVISION 31 - EARTHWORK
1048	Provide Temporary Mulch Stabilization (RS Means 32 91 13.16 0200 + 32 91 13.16 0750)		100.0	SY
1049	Provide Hand Digging to Locate Existing Utility at Average Depth of 36" (RS Means 31 23 16.13 1500)	25	10.0	EA
1050	Provide Topsoil Stripping & Stockpiling (RS Means 31 14 13.23 1420)		20.0	CY
1051	Provide General Site Excavation (RS Means 31 23 16.42 1350 + 31 23 16.42 0020 + 31 23 23.20 1302)	ERROR:#REF!	200.0	CY
1052	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!	10.0	CY
1053	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!	10.0	CY
1054	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!	2000.0	CY
1055	Provide Fine Grade & Compact Subgrade (RS Means 31 22 16.10 0012 + 31 23 23.13 1600)	ERROR:#REF!	5000.0	SY
1056	Provide Topsoil (RS Means 31 05 13.10 0800 + 31 05 13.10 0900 + 31 23 23.13 0400)	ERROR:#REF!	100.0	CY
1057	Fill Compacted in Place Generated by On-Site Construction (RS Means 31 23 23.14 4420 + 31 23 23.13 1600)	ERROR:#REF!	100.0	CY
1058	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!	50.0	CY
1059	Provide New Geo-Grid Soil Stabilization Fabric (RS Means 32 11 23.23 6000 + 32 11 23.23 6900)	1,000	1000.0	SY
1060	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	10.0	SY
1061	Tree Removal
1061AA	Cut & Chip Light Trees up to 6" in Diameter, Remove Stumps (RS Means 31 13 13.20 2040 + 31 13 13.20 3050)		1.0	EA
1061AB	Cut & Chip Medium Trees 7" to 12" in Diameter, Remove Stumps (RS Means 31 13 13.20 2050 + 31 13 13.20 3100)		1.0	EA
1061AC	Cut & Chip Heavy Trees 13" to 24" in Diameter, Remove Stumps (RS Means 31 13 13.20 2100 + 31 13 13.20 3150)		1.0	EA
	DIVISION 32 - EXTERIOR IMPROVEMENTS
1062	Provide Two (2) Bituminous Seal or Fog Coats for Existing Asphaltic Concrete Parking Lots (RS Means 32 01 13.66 0100)	10,000	1000.0	SY
1063	Provide a Single Bituminous Surface Treatment (SBST)		18000	SY
1064	Provide a Double Bituminous Surface Treatment (DBST)		1000	SY
1065	Provide Crack Sealing for Bituminous Pavements (RS Means N/A)		5000.0	LF
1066	Provide New Sealant for Rigid Pavements (RS Means N/A)	600	200.0	LF
1067	Route and Seal Cracks in Rigid Pavements (RS Means 03 01 30.71 2020, 2050, 2210)		200.0	LF
1068	Provide New Geotextile Fabric on Existing Asphalt Pavement to Reduce Reflective Cracking (RS Means 32 11 23.23 6000)	ERROR:#REF!	100.0	SY
1069	Clean all Loose Material/debris & Fill Joints with Sand Asphaltic Mix for Asphaltic Overlay over Concrete Slabs (RS Means N/A)	600	100.0	LF
1070	Grind Existing Surfaces.
1070AA	Grind Existing Asphaltic Concrete & Heel in New Surfaces (RS Means N/A)	9,500	18000.0	SY
1070AB	Grind Existing Concrete Surfaces for New Asphalt Overlay (RS Means N/A)	1,000	100.0	SY
1071	Provide Partial Depth Patching of Rigid Paving (RS Means N/A)		100.0	CY
1072	Provide Crushed Stone Base CR-6 Compacted in Place (RS Means 32 11 23.23 0301)	250	200.0	CY
1073	Provide Recycled Concrete Base RC-6, Compacted in Place (RS Means N/A) COMPACTED TO 4" DEEP	ERROR:#REF!	100.0	CY
1074	Provide Aggregate and Graded-Crushed Aggregate Base Course at the following depths, Compacted in Place:
1074AA	4" Crushed Stone (RS Means 32 11 23.23 0301)	ERROR:#REF!	500.0	SY
1074AB	6" Crushed Stone (RS Means 32 11 23.23 0302)		1200.0	SY
1074AC	8" Crushed Stone (RS Means 32 11 23.23 0303)		100.0	SY
1074AD	12" Crushed Stone (RS Means 32 11 23.23 0304)		100.0	SY
1075	Provide New Asphalt Concrete Binder Course & Prime Coat at the Following Depths:
1075A	2" Thick (RS Means 32 12 16.13 0120 + 31 23 23.20 1502)		100.0	SY
1075AA	2-1/2" Thick (RS Means 32 12 16.13 0130 + 31 23 23.20 1502)	ERROR:#REF!	100.0	SY
1075AB	3" Thick (RS Means 32 12 16.13 0160 + 31 23 23.20 1502)		18000.0	SY
1075AC	4" Thick (RS Means 32 12 16.13 0200 + 31 23 23.20 1502)		100.0	SY
1076	Provide New Asphalt Concrete Wedge Course (RS Means 32 12 16.13 0813)	ERROR:#REF!	100.0	TONS
1076	Provide New Asphalt Concrete Wearing Course & Tack Coat at the Following Depths:
1076AA	1-1/2" Thick (RS Means 32 12 16.13 0340 + 31 23 23.20 1502)	30,000	100.0	SY
1076AB	2" Thick (RS Means 32 12 16.13 0380 + 31 23 23.20 1502)	ERROR:#REF!	18000.0	SY
1076AC	3" Thick (RS Means 32 12 16.13 0460 + 31 23 23.20 1502)		100.0	SY
1076AD	4" Thick (RS Means 32 12 16.13 0480 + 31 23 23.20 1502)		100.0	SY
1077	Provide Trench Repair for Asphalt Concrete Roadways (RS Means 32 12 16.13 1080 + 31 23 23.20 1502)	ERROR:#REF!	50.0	SY
1078	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)		100.0	SY
1079	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	100.0	SY
1080	Provide Reinforced Concrete Paving to the following depths:
1080AA	8" Thick (RS Means 32 13 13.23 0110 + 32 13 13.23 0530 + 32 13 13.23 0700 + 32 13 13.23 1000)		100.0	SY
1080AB	10" Thick (RS Means 32 13 13.23 0310 + 32 13 13.23 0540 + 32 13 13.23 0700 + 32 13 13.23 1000)		100.0	SY
1080AC	12" Thick (RS Means 32 13 13.23 0400 + 32 13 13.23 0540 + 32 13 13.23 0700 + 32 13 13.23 1000)		100.0	SY
1081	Provide New Concrete Sidewalk (RS Means 32 06 10.10 0310 + 32 11 23.23 0300)	ERROR:#REF!	1000.0	SF
1082	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)		5.0	EA
1083	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)		5.0	EA
1084	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)		5.0	EA
1085	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	5.0	EA
1086	Provide New Concrete Curb & Gutter, Straight (RS Means 32 16 13.13 0440)	2,400	200.0	LF
1087	Provide New Concrete Curb & Gutter, Radius (RS Means 32 16 13.13 0441)		200.0	LF
1088	Traffic markings
1088AA	Provide New Line Striping (RS Means 32 17 23.13 0020 + 32 17 23.14 0790)	5,500	18000.0	LF
1088AB	Remove Line Striping Paint. (RS Means 32 17 23.13 1400)	1,000	700.0	LF
1088AC	Provide Painted International Symbol of Accessibility Parking Space Marking (RS Means N/A)	ERROR:#REF!	30.0	EA
1088AD	Provide Painted Yield Traffic Marking (RS Means 32 17 23.13 0600 + 32 17 23.14 0790)		10.0	EA
1088AE	Provide Painted Traffic Marking "ONLY" (RS Means 32 17 23.13 0780 + 32 17 23.14 0790)	6	10.0	EA
1088AF	Provide Painted Crosswalks (RS Means 32 17 23.13 0620 + 32 17 23.14 0790)	ERROR:#REF!	700.0	SF
1088AG	Provide Painted Arrows (RS Means 32 17 23.13 0620 + 32 17 23.14 0790)	7	500.0	SF
1088AH	Provide Traffic Control Measures (RS Means N/A)		10.0	Lot
1089	Provide Seed Repair (RS Means 32 92 19.13 0310 + 32 91 13.16 0200)		100.0	SY
1090	Provide Sod Repair (RS Means 32 92 23.10 0600)	430	100.0	SY
1091	Remove & Re-install Wheel Stops (RS Means N/A)	ERROR:#REF!	30.0	EA
1092	Provide New Precast Concrete Wheel Stops (RS Means 32 17 13.19 1100)	ERROR:#REF!	10.0	EA
1093	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	5.0	EA
	DIVISION 33 - UTILITIES
1094	Provide New WR Inlet Frame & Cover using MDOT SHA Standard 374.02 & 374.03 (RS Means N/A)		1.0	EA
1095	Provide New Standard Type K Inlet Frame & Cover using State of Maryland Standard No. 378.06 (RS Means N/A)	6	1.0	EA
1096	Provide New Manhole Type A Frame & Cover using State of Maryland Standard No. 383.31 & 383.32 (RS Means N/A)	6	1.0	EA
1097	Provide New Manhole Type D Frame & Cover using State of Maryland Standard No. 383.61 (RS Means N/A)	6	1.0	EA
1098	Provide New 6" Diameter Perforated Underdrain Pipe (RS Means 33 46 16.40 0020)	50	50.0	LF
1099	Provide Trench Drain System (RS Means 22 14 26.13 6770 + 03 30 53.40)		10.0	LF
1100	Provide & Install New Reinforced Concrete Pipe (RCP), Class III
1100AA	12" Diameter (RS Means 33 41 13.60 2010)	ERROR:#REF!	20.0	LF
1100AB	12" Diameter End Section (RS Means 33 41 13.60 2330)	4	2.0	EA
1100AC	15" Diameter (RS Means 33 41 13.60 2020)	ERROR:#REF!	20.0	LF
1100AD	15" Diameter End Section (RS Means 33 41 13.60 2340)	4	2.0	EA
1100AE	18" Diameter (RS Means 33 41 13.60 2030)	50	20.0	LF
1100AF	18" Diameter End Section (RS Means 33 46 13.60 2400)	4	2.0	EA
1100AG	24" Diameter (RS Means 33 46 13.60 2040)	50	20.0	LF
1100AH	24" Diameter End Section (RS Means 33 46 13.60 2420)	4	2.0	EA
1101	Povide and Install New High-Density Polyethylene (HDPE)
1102AA	12" Diameter (RS Means 33 31 13.25 3030)		20.0	LF
1102AB	12" Diameter End Section (RS Means N/A)		2.0	EA
1102AC	15" Diameter (RS Means 33 31 13.25 3040)		20.0	LF
1102AD	15" Diameter End Section (RS Means N/A)		2.0	EA
1102AE	18" Diameter (RS Means 33 31 13.25 3050)		20.0	LF
1102AF	18" Diameter End Section (RS Means N/A)		2.0	EA
1102AG	24" Diameter (RS Means 33 31 13.25 3070)		20.0	LF
1102AH	24" Diameter End Section (RS Means N/A)		2.0	EA
	GRAND TOTAL

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.

OPTION YEAR 1: FROM 15 JANUARY 2019 TO AND INCLUDING 14 JANUARY 2020&"MS Sans Serif,Regular"

Directive 5400.7 as implemented by DoD Directives 5400.7-R and 5200.1-R

OPTION 2

ITEM	DESCRIPTION		ESTIMATED QTY	UNIT	UNIT PRICE	TOTAL
	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: AJXF17-1525 Roads IDC. The specific line items include, but are not limited to the following tasks:
	DIVISION 01 - GENERAL REQUIREMENTS
2000	MDE Permits (LARGER PROJECT)
2000A	MDE Permit, Erosion and Sediment Control Drawings, Surveying, Engineering Layouts		1.0	EA
2000B	Permit Expediting Service, Fees		1.0	EA
2001	MDE Permits (SMALLER PROJECT)
2001A	Erosion and Sediment Control Drawings, Surveying, Engineering Layouts		1.0	EA
2002	Provide Silt Fence (RS Means 31 25 13.10 1100)	500	100.0	LF
2003	Provide Super Silt Fence (RS Means 31 25 13.10 1000 + 01 56 26.5 0020 + 31 23 16.14 2050)		10.0	LF
2004	Provide Stabilized Construction Entrance (RS Means 32 11 23.23 6000 + 32 11 23.23 0301)		1.0	SY
2005	Provide Median Inlet Protection (RS Means 32 11 23.23 0301 + 31 37 13.10 0100 + 31 25 13.10 1100)		1.0	EA
2006	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)		1.0	EA
2007	Provide At-Grade Inlet Protection (RS Means 32 11 23.23 6000 + 32 11 23.23 0301)		10.0	SY
2008	Provide Curb Inlet Protection (RS Means 32 11 23.23 6000 + 32 11 23.23 0301 + 06 11 10.02 2625)		10.0	LF
	DIVISION 02 - EXISTING CONDITIONS
2009	Provide Base Line Survey for Curb & Gutter and Storm Drainage Layout (RS Means N/A)	2,400	100.0	LF
2010	Provide New Curb & Gutter Topographical Survey, Design & Stakeout (RS Means N/A)	2,400	100.0	LF
2011	Provide Roadway/Parking Lot Topographical Survey, Design & Stakeout (RS Means N/A)	1,500	10000.0	SY
2012	Provide Layout & Stakeout of New Golf Cart Paths (RS Means N/A)	1,500	10.0	LF
2013	Provide Storm Drainage Design & Stakeout (RS Means N/A)	350	10.0	LF
2014	Provide saw cutting. Average depth:
2014AA	3" (RS Means 02 41 19.25 0015)	1,100	100.0	LF
2014AB	6" (RS Means 02 41 19.25 0020)	1,100	2000.0	LF
2014AC	9" (RS Means 02 41 16.25 0020)	500	10.0	LF
2014AD	12" (RS Means 02 41 16.25 0020)	750	10.0	LF
2014AE	14" (RS Means 02 41 16.25 0020)	750	10.0	LF
2015	Provide Pavement Demolition & Disposal
2015AA	Remove & Dispose 3" Thick Bituminous Pavement (RS Means 02 41 13.17 5010 + 02 41 19.18 0300)		500.0	SY
2015AB	Remove & Dispose 4-6" Thick Bituminous Pavement (RS Means 02 41 13.17 5050 + 02 41 19.18 0300)	ERROR:#REF!	500.0	SY
2015AC	Remove & Dispose 4"-6" Thick Concrete Pavement (RS Means 02 41 13.17 5200 + 02 41 19.18 0300)	ERROR:#REF!	100.0	SY
2015AD	Remove & Dispose 7" - 10" Thick Concrete Pavement (RS Means 02 41 13.17 5400 + 02 41 19.18 0300)	450	10.0	CY
2015AE	Remove & Dispose 11" - 14" Thick Concrete Pavement (RS Means 02 41 13.17 5400 + 02 41 19.18 0300)	450	10.0	CY
2016	Remove & Dispose Existing Bituminous Walkway (RS Means 02 41 13.33 4000 + 02 41 19.18 0300)		10.0	SY
2017	Remove & Dispose Existing Concrete Sidewalk (RS Means 02 41 13.33 4100 + 02 41 19.18 0300)		10.0	SY
2018	Remove & Dispose Existing Concrete Curb (RS Means 02 41 13.17 6000 02 41 19.18 0300)		100.0	LF
2019	Remove & Dispose Existing Concrete Curb & Gutter (RS Means 02 41 13.17 6100 + 02 41 19.18 0300)		100.0	LF
2020	Remove & Dispose Wheel Stops (RS Means 02 41 19.18 0300)		1.0	EA
2021	Remove & Dispose Existing Reinforced 8" Thick Concrete Walls (RS Means 02 41 16.17 2080 + 02 41 19.18 0300)	50	10.0	SF
2022	Remove & Dispose Existing Reinforced 12" Thick Concrete Footings up to 3' Wide (RS Means 02 41 16.17 1120 + 02 41 19.18 0300)		20.0	LF
2023	Remove & Dispose Existing Concrete Steps (RS Means 02 41 16.17 0440 + 02 41 19.18 0300)		5.0	SF
2024	Remove & Dispose of Drainage Structures
2024AA	Remove existing reinforced 8" thick concrete storm drainage structure (RS Means N/A)	7	1.0	PER RISER FOOT
2024AB	Remove existing reinforced 8" thick masonry storm drainage structure (RS Means 02 41 13.33 0020 + 02 41 19.18 0300 )	10	1.0	PER RISER FOOT
2025	Remove & Dispose of Drainage Piping.
2025AA	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	10.0	LF
2025AB	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	10.0	LF
	DIVISION 03 - CAST-IN-PLACE CONCRETE
2026	Relocate road signs. (RS Means 03 05 13.30 0240 + CLAB)	15	1.0	EA
2027	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	1.0	EA
2028	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!	10.0	CY
2029	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!	5.0	LF Nose
2030	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!	100.0	SF
2031	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!	100.0	SF
2032	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!	100.0	SF
2033	Provide new concrete retaining wall (RS Means G2040 210 3400)		5.0	LF
2034	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.
2034AA	Raise Manhole Frame & Cover using Brick (RS Means 33 44 13.13 3380)		1.0	EA
2034AB	Raise Manhole Frame & Cover using Expansion Ring (RS Means 33 44 13.13 3300)		1.0	EA
2034AC	Raise Valve Boxes (RS Means 33 44 13.13 3200)	ERROR:#REF!	1.0	EA
2035	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	1.0	PER RISER FOOT
2036	Rebuild existing masonry storm drain manholes and inlets. Construction shall be as shown in MD Standards No. 383.00 (RS Means N/A)	10	1.0	PER RISER FOOT
2037	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!	10.0	SF
2038	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
2038AA	Type C O G 5' Inlet (RS Means N/A)	10	1.0	PER RISER FOOT
2038AB	Type C O G 10' Inlet (RS Means N/A)	10	1.0	PER RISER FOOT
2039	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)		1.0	PER RISER FOOT
2040	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	1.0	PER RISER FOOT
2041	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	1.0	PER RISER FOOT
2042	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)		1.0	PER RISER FOOT
2043	Provide Standard Type C Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
2044	Provide Standard Type F Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
2045	Provide Standard Type G Endwall (RS Means 03 30 53.40 3940 + 03 30 53.40 4260)		5.0	CY
	DIVISION 05 - METALS
2046	Provide Steel Handrail (RS Means 05 52 13.50 0640)		10.0	LF
2047	Provide Temporary Traffic Bearing Steel Plates over Trenches in Paved Areas During Construction (RS Means 05 12 23.65 0500)	300	40.0	SF
	DIVISION 31 - EARTHWORK
2048	Provide Temporary Mulch Stabilization (RS Means 32 91 13.16 0200 + 32 91 13.16 0750)		100.0	SY
2049	Provide Hand Digging to Locate Existing Utility at Average Depth of 36" (RS Means 31 23 16.13 1500)	25	10.0	EA
2050	Provide Topsoil Stripping & Stockpiling (RS Means 31 14 13.23 1420)		20.0	CY
2051	Provide General Site Excavation (RS Means 31 23 16.42 1350 + 31 23 16.42 0020 + 31 23 23.20 1302)	ERROR:#REF!	200.0	CY
2052	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!	10.0	CY
2053	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!	10.0	CY
2054	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!	2000.0	CY
2055	Provide Fine Grade & Compact Subgrade (RS Means 31 22 16.10 0012 + 31 23 23.13 1600)	ERROR:#REF!	5000.0	SY
2056	Provide Topsoil (RS Means 31 05 13.10 0800 + 31 05 13.10 0900 + 31 23 23.13 0400)	ERROR:#REF!	100.0	CY
2057	Fill Compacted in Place Generated by On-Site Construction (RS Means 31 23 23.14 4420 + 31 23 23.13 1600)	ERROR:#REF!	100.0	CY
2058	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!	50.0	CY
2059	Provide New Geo-Grid Soil Stabilization Fabric (RS Means 32 11 23.23 6000 + 32 11 23.23 6900)	1,000	1000.0	SY
2060	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	10.0	SY
2061	Tree Removal
2061AA	Cut & Chip Light Trees up to 6" in Diameter, Remove Stumps (RS Means 31 13 13.20 2040 + 31 13 13.20 3050)		1.0	EA
2061AB	Cut & Chip Medium Trees 7" to 12" in Diameter, Remove Stumps (RS Means 31 13 13.20 2050 + 31 13 13.20 3100)		1.0	EA
2061AC	Cut & Chip Heavy Trees 13" to 24" in Diameter, Remove Stumps (RS Means 31 13 13.20 2100 + 31 13 13.20 3150)		1.0	EA
	DIVISION 32 - EXTERIOR IMPROVEMENTS
2062	Provide Two (2) Bituminous Seal or Fog Coats for Existing Asphaltic Concrete Parking Lots (RS Means 32 01 13.66 0100)	10,000	1000.0	SY
2063	Provide a Single Bituminous Surface Treatment (SBST)		17000	SY
2064	Provide a Double Bituminous Surface Treatment (DBST)		1000	SY
2065	Provide Crack Sealing for Bituminous Pavements (RS Means N/A)		5000.0	LF
2066	Provide New Sealant for Rigid Pavements (RS Means N/A)	600	200.0	LF
2067	Route and Seal Cracks in Rigid Pavements (RS Means 03 01 30.71 2020, 2050, 2210)		200.0	LF
2068	Provide New Geotextile Fabric on Existing Asphalt Pavement to Reduce Reflective Cracking (RS Means 32 11 23.23 6000)	ERROR:#REF!	100.0	SY
2069	Clean all Loose Material/debris & Fill Joints with Sand Asphaltic Mix for Asphaltic Overlay over Concrete Slabs (RS Means N/A)	600	100.0	LF
2070	Grind Existing Surfaces.
2070AA	Grind Existing Asphaltic Concrete & Heel in New Surfaces (RS Means N/A)	9,500	17000.0	SY

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 9, 2022.