Amend_0005_Revised_N4008519R7704_ELINS.xlsx

XLSX spreadsheet 67 KB Posted May 20, 2020

Attached to: Magazine and inert building maintenance and repair at the Naval Support Activity, Crane, Indiana.
Solicitation number: N4008519R7704
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Dec 29, 2023

This solicitation seeks proposals for magazine and inert building maintenance and repairs at the Naval Support Activity in Crane, Indiana. Work will include concrete installation and removal, dock and wing wall replacement, steel door replacement, lead paint removal, dead light replacement, dome repair and replacement, grounding, seeding, mulching, and excavation. The contract will have a base period of 12 months plus four 12-month option periods exercisable at the Government's discretion, with a minimum value of $5,000 and maximum of $35 million over 60 months. Proposals will be evaluated using Low Price Technically Acceptable procedures. The NAICS code is 237990 for other heavy and civil engineering construction, with a small business size standard of $39.5 million.

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File	Type	Posted
Amendment_0005_19R7704_MagazineMntRrp.pdf	PDF	May 20, 2020
REVISED_SECTION_01_45_02_QUALITY_CONTROL.pdf	PDF	May 20, 2020
Amendment_0004_19R7704_MagazineMntRpr.pdf	PDF	May 15, 2020
Amend_0004_Revised_N4008519R7704_ELINS.xlsx	XLSX spreadsheet	May 15, 2020
Revised_N4008519R7704_ELINS.xlsx	XLSX spreadsheet	May 8, 2020
Amendment0003_N4008519R7704_MagazineMntRprs.pdf	PDF	May 8, 2020
PW 6087CAS MAG SECURITY.pdf	PDF	May 8, 2020
Amendment_0002_N4008519R7704_MagazineMntRpr.pdf	PDF	May 7, 2020
Amendment_0001_N4008519R7704_MagazineMntRpr.pdf	PDF	May 5, 2020
N4008519R7704.pdf	PDF	Apr 17, 2020
N4008519R7704ELINS.xlsx	XLSX spreadsheet	Apr 17, 2020

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Base Period

REVISED PER AMENDMENT 00005

Contract: #N4008519R7704, Magazine & Inert Buildings Maintenance and Repair Base Period

EXHIBIT LINE	LINE ITEM		UNIT OF	UNIT	EXTENDED
ITEM NUMBER	DESCRIPTION	QUANTITY	ISSUE	PRICE	AMOUNT

A001	Concrete work for removal (See Paragraph 2.4)	1200	SF		$ - 0
A002	Sawcut opening (up to 12'x12') in wall. (See Pargraph 2.5)	5	EA		$ - 0
A003	Concrete repair of spalling slab areas (See Paragraph 2.6)	100	SF		$ - 0
A004	Concrete crack injection (See Paragraph 2.7)	500	LF		$ - 0
A005	Patching of Concrete Wall Crack and Spalled Area (See Paragraph 2.8)	35	CF		$ - 0
A006	Seal Concrete (See Paragraph 2.9)	3600	SF		$ - 0
A007	Concrete wing wall and footer Hi-Ex Mag (See Parag. 2.10)	120	CYD		$ - 0
A008	Concrete wing wall and footer S.P. Mag (See Parag. 2.11)	420	CYD		$ - 0
A009	Concrete dock slab replacement (See Paragraph 2.12)	160	CYD		$ - 0
A010	Concrete dock face wall replacement (See Paragraph 2.13)	80	CYD		$ - 0
A011	Concrete Slab Replacement (For Extended Width Dock) (See Paragraph 2.14)	200	CY		$ - 0
A012	Concrete Dock Face Wall (For Extended Width Dock)(See Paragraph 2.15)	210	CY		$ - 0
A013	Concrete Footer incl. Excavation (For Extended Width Dock) (See Paragraph 2.16)	90	CY		$ - 0
A014	Crushed Stone Backfill (For Extended Width Dock)(See Paragraph 2.17)	630	CY		$ - 0
A015	Concrete Steps (See Paragraph 2.18)	80	CYD		$ - 0
A016	Repair Parapet Wall (See Paragraph 2.19)	20	CY		$ - 0
A017	Interior Concrete Slab Replacement(See Paragraph 2.20)	20	CY		$ - 0
A018	Repair Partial Magazine Wall Section (See Parag. 2.21)	20	CY		$ - 0
A019	Reposition Magazine Gravity Wall (See Parag. 2.22)	2	EA		$ - 0
A020	Repair crack of smokeless powder magazine wingwall(See Paragraph 2.23)	2	EA		$ - 0
A021	Infill with CMU's (to install personnel door)(See Paragraph 2.24)	2	EA		$ - 0
A022	Infill with CMU's (to install double doors)(See Paragraph 2.25)	2	EA		$ - 0
A023	Infill with CMU's (to replace glass block)(See Paragraph 2.26)	8	EA		$ - 0
A024	Infill with CMU's (Minimum 12'-0" Wide X 12'-0" Tall Opening)(See Paragraph 2.27)	324	EA		$ - 0
A025	Concrete Reinforcement bars and mesh (See Parag. 2.28)	1000	LB		$ - 0
A026	Dock angle edge protection (See paragraph 2.29)	120	LF		$ - 0
A027	Steel Door Replacement size 8' - 0 1/2" X 10' - 0" (Double) Type "H" with hinge protection (See Paragraph 2.30)	6	SET		$ - 0
A028	Steel Door Replacement size 8' - 3" X 10' - 5 3/4" (Double)Type "J" with hinge protection (See Paragraph 2.31)	12	SET		$ - 0
A029	Steel Door Replacement size 6' - 3" X 10' - 5 3/4" (Double)Type "G" (See Paragraph 2.32)	4	SET		$ - 0
A030	Steel Door Replacement size 8' X 8' - 5" Double faceType (K) (See Paragraph 2.33)	12	SET		$ - 0
A031	Steel Door Replacement size 10' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	4	SET		$ - 0
A032	Steel Door Replacement size 12' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	2	SET		$ - 0
A033	Steel Door Replacement size 14' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
A034	Steel Door Replacement size 15' - 6" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
A035	Install 10' X 10' roll-up door(See Paragraph 2.35)	2	EA		$ - 0
A036	Install 12' X 12' roll-up door(See Paragraph 2.36)	2	EA		$ - 0
A037	Install 3'-0" Personel Door with panic hardware(See Paragraph 2.37)	2	EA		$ - 0
A038	Install 6'-0" Double Door with panic hardware(See Paragraph 2.38)	2	SET		$ - 0
A039	Steel door paint two coats both sides (See Paragraph 2.39)	50	EA		$ - 0
A040	Install Door Hook or Eye Bolt (See Paragraph. 2.40)	100	EA		$ - 0
A041	Door flashing replacement (See Paragraph 2.41)	200	LF		$ - 0
A042	Install Door Sweeps (Prior to Shop Fab.) (See Paragraph. 2.42)	160	LF		$ - 0
A043	Install Door Sweeps (Post Shop Fab.) (See Paragraph. 2.43)	160	LF		$ - 0
A044	Steel door hinge or repair (See Paragraph 2.44)	40	EA		$ - 0
A045	Steel door lead paint removal (See Paragraph 2.45)	50	SF		$ - 0
A046	Steel door Napec Hasp replacement (See Paragraph 2.46)	24	EA		$ - 0
A047	Steel door operator repair (See Paragraph 2.47)	32	EA		$ - 0
A048	Install operator (See Paragraph 2.48)	20	EA		$ - 0
A049	Install Internal Locking Device on Doors (Prior to Shop Fab)(See Paragraph 2.49)	2	EA		$ - 0
A050	Install Internal Locking Device on Doors (Post Shop Fab)(See Paragraph 2.50)	2	EA		$ - 0
	(See Paragraph 2.50)
A051	Install Drop Locking Bar on Doors (Prior to Shop Fab)(See Paragraph 2.51)	4	EA		$ - 0
A052	Install Drop Locking Bar on Doors (Post Shop Fab)(See Paragraph 2.52)	2	EA		$ - 0
A053	Install Cane Bolt on Upper Leaf of Door (Post Shop Fab)(See Paragraph 2.53)	50	EA		$ - 0
A054	Repair Cane Bolt on Lower Leaf of Existing Door (See Paragraph 2.54)	50	EA		$ - 0
A055	Replace Door Vent Screen (See Parag. 2.55)	60	SF		$ - 0
A056	Door Insulation Panel Removal (See Paragraph 2.56)	24	EA		$ - 0
A057	Install Hinge Protection On An Existing Set Of Magazine Doors(See Paragraph 2.57)	10	SET		$ - 0
A058	Dead Light Removal (See Paragraph 2.58)	16	UNIT		$ - 0
A059	Dead Light Removal (with asbestos contaminated caulk) (See Paragraph 2.59)	16	UNIT		$ - 0
A060	Dead light replacement (See Paragraph 2.60)	512	SF		$ - 0
A061	Dead light covering with 3/8" Lexan(See Paragraph 2.61)	1440	SF		$ - 0
A062	Install High Steel Security Grating (See Paragraph 2.62)	60	EA		$ - 0
A063	Install Handrail above steps (See Paragraph 2.63)	40	EA		$ - 0
A064	Install Two-pipe Railing (See Paragraph 2.64)	76	LF		$ - 0
A065	Install Dock Access Ladder (See Paragraph 2.65)	2	EA		$ - 0
A066	Dome flashing replacement (See Paragraph 2.66)	20	EA		$ - 0
A067	Vent dome replacement (See Paragraph 2.67)	2	EA		$ - 0
A068	Waterproof Existing Roof Ventilator (See Paragraph 2.68)	8	EA		$ - 0
A069	Ground dome flashing to grounding grid (See Paragraph 2.69)	50	LF		$ - 0
A070	Ground doors/frames to grounding grid (See Paragraph 2.70)	100	LF		$ - 0
A071	Ground rail to grounding grid (See Paragraph 2.71)	50	LF		$ - 0
A072	Install Cover On Hi-Ex Magazine (See Paragraph 2.72)	1	EA		$ - 0
A073	Install Cover On Smokeless Powder Magazine(See Paragraph 2.73)	1	EA		$ - 0
A074	Waterproof Hi-Ex Magazine (See Paragraph 2.74)	1	EA		$ - 0
A075	Waterproof Smokeless Powder Magazine(See Paragraph 2.75)	1	EA		$ - 0
A076	Excavation (See Paragragh 2.76)	2100	CY		$ - 0
A077	Fill / Backfill (See Paragragh 2.77)	1800	CY		$ - 0
A078	Relocate/Reinstall Alarm Systems Pedestal(See Paragraph 2.78)	2	EA		$ - 0
A079	Install Silt Fence (See Paragraph 2.79)	400	LF		$ - 0
A080	Straw bales for erosion control (See Paragraph 2.80)	50	EA		$ - 0
A081	Mulch (See Paragraph 2.81)	150	MSF		$ - 0
A082	Straw Blanket Mulch (See Paragraph 2.82)	50	MSF		$ - 0
A083	Seeding (See Paragraph 2.83)	50	MSF		$ - 0
A084	Hydroseeding; Mulch, Seed, and Fertilize (See Paragraph 2.84)	2000	SYD		$ - 0
A085	Construction of temporary road to buildings that are rail accessible only(See Paragraph 2.85)	50	CY		$ - 0
A086	Stone Fill #2 (See Paragraph 2.86)	200	CY		$ - 0
A087	Stone Paving #53 (See Paragraph 2.87)	400	CY		$ - 0
A088	Crushed Stone (See Paragragh 2.88)	100	CY		$ - 0
A089	Rip Rap Ends (See Paragragh 2.89)	20	CY		$ - 0
A090	Install Geogrid Fabric (See Paragraph 2.90)	600	SYD		$ - 0
A091	Install 6" Pipe Bollards Concrete Filled (See Paragraph 2.91)	12	EA		$ - 0
A092	Removal of dock bumper blocks (See Paragraph 2.92)	6	EA		$ - 0
A093	Installation of dock bumper blocks (See Paragraph 2.93)	18	EA		$ - 0
A094	Reanchor Building Sign (See Paragraph 2.94)	10	EA		$ - 0
A095	Install Drain Cover (See Paragraph 2.95)	2	EA		$ - 0
A096	Storm Drain 12" Corrogated Pipe (See Paragraph 2.96)	60	LF		$ - 0
A097	Storm Drain 18" Corrogated Pipe (See Paragraph 2.97)	45	LF		$ - 0
A098	Concrete Storm Inlet (See Paragraph 2.98)	2	EA		$ - 0
A099	Adjust Existing Casting (See Paragraph 2.99)	2	EA		$ - 0
A100	Furnish New Casting (See Paragraph 2.100)	2	EA		$ - 0
A101	Downspout Trunk Line for Dock (See Paragraph 2.101)	180	LF		$ - 0
A102	Downspout Trunk Line for Extended Width Dock(See Paragraph 2.102)	180	LF		$ - 0
A103	Remove Railroad Tracks (See Paragraph 2.103)	440	LF		$ - 0
A104	Remove & Relocate Railroad Stop Blocks (See Paragraph 2.104)	1	EA		$ - 0
A105	Crosstie Wheel Stops (See Paragraph 2.105)	1	EA		$ - 0
A106	Paint Loading Dock Edge (4") (Two Coats)(See Paragraph 2.106)	120	LF		$ - 0
A107	Restencil Inside Hi-Ex Magazine (See Paragraph. 2.107)	1	EA		$ - 0
A108	Prep/Paint Concrete/Steel/Wood(See Paragraph. 2.108)	500	SF		$ - 0
A109	Prep/Paint/Screen Gable Vent/Louver On Inert Bldg/AGM(See Paragraph. 2.109)	4	EA		$ - 0
A110	Notice of Intent Line Item (See Paragraph 2.110)	1	LS		$ - 0
A111	Labor for Installation of Material in Conjunction with Magazine/Building Repairs(See Paragraph 2.111)	240	LH		$ - 0
A112	Material and Equipment in Conjunction with Magazine/Building repairs (See Paragraph 2.112)	5,000	LS	%	ERROR:#VALUE!
		% Mark-up on material invoice cost
	For proposal purposes only, assume the value of the material is $5,000.00
	To calculate the amount for ELIN A112 multiply $5,000.00 by the percent mark-up + 100%
	For example if the percent mark up is 10% then $5,000.00 x 1.10 = $5,500.00 which is entered in ELIN A112
A113	Bond Cost for Payment and Performance Bonds(See Paragraph 2.113)	ERROR:#VALUE!	LS	%	ERROR:#VALUE!
	%	Bond Premium
	To calculate the amount for ELIN 113 multiple the subtotal of ELINS 001 through 112 by the bond premium
	Bonding Requirement:
	< $35,000.00 - bonding not required
	$35,000.00 - $150,000 = Payment Bond
	$150,000 > = Performance & Payment Bond
		ESTIMATED TOTAL PRICE:			ERROR:#VALUE!
		BASE PERIOD
		(Line Items A001 - A113)

Option Period One

Contract: #N4008519R7704, Magazine & Inert Buildings Maintenance and Repair Option Period One

EXHIBIT LINE	LINE ITEM		UNIT OF	UNIT	EXTENDED
ITEM NUMBER	DESCRIPTION	QUANTITY	ISSUE	PRICE	AMOUNT

B001	Concrete work for removal (See Paragraph 2.4)	1200	SF		$ - 0
B002	Sawcut opening (up to 12'x12') in wall. (See Pargraph 2.5)	5	EA		$ - 0
B003	Concrete repair of spalling slab areas (See Paragraph 2.6)	100	SF		$ - 0
B004	Concrete crack injection (See Paragraph 2.7)	500	LF		$ - 0
B005	Patching of Concrete Wall Crack and Spalled Area (See Paragraph 2.8)	35	CF		$ - 0
B006	Seal Concrete (See Paragraph 2.9)	3600	SF		$ - 0
B007	Concrete wing wall and footer Hi-Ex Mag (See Parag. 2.10)	120	CYD		$ - 0
B008	Concrete wing wall and footer S.P. Mag (See Parag. 2.11)	420	CYD		$ - 0
B009	Concrete dock slab replacement (See Paragraph 2.12)	160	CYD		$ - 0
B010	Concrete dock face wall replacement (See Paragraph 2.13)	80	CYD		$ - 0
B011	Concrete Slab Replacement (For Extended Width Dock) (See Paragraph 2.14)	200	CY		$ - 0
B012	Concrete Dock Face Wall (For Extended Width Dock)(See Paragraph 2.15)	210	CY		$ - 0
B013	Concrete Footer incl. Excavation (For Extended Width Dock) (See Paragraph 2.16)	90	CY		$ - 0
B014	Crushed Stone Backfill (For Extended Width Dock)(See Paragraph 2.17)	630	CY		$ - 0
B015	Concrete Steps (See Paragraph 2.18)	80	CYD		$ - 0
B016	Repair Parapet Wall (See Paragraph 2.19)	20	CY		$ - 0
B017	Interior Concrete Slab Replacement(See Paragraph 2.20)	20	CY		$ - 0
B018	Repair Partial Magazine Wall Section (See Parag. 2.21)	20	CY		$ - 0
B019	Reposition Magazine Gravity Wall (See Parag. 2.22)	2	EA		$ - 0
B020	Repair crack of smokeless powder magazine wingwall(See Paragraph 2.23)	2	EA		$ - 0
B021	Infill with CMU's (to install personnel door)(See Paragraph 2.24)	2	EA		$ - 0
B022	Infill with CMU's (to install double doors)(See Paragraph 2.25)	2	EA		$ - 0
B023	Infill with CMU's (to replace glass block)(See Paragraph 2.26)	8	EA		$ - 0
B024	Infill with CMU's (Minimum 12'-0" Wide X 12'-0" Tall Opening)(See Paragraph 2.27)	324	EA		$ - 0
B025	Concrete Reinforcement bars and mesh (See Parag. 2.28)	1000	LB		$ - 0
B026	Dock angle edge protection (See paragraph 2.29)	120	LF		$ - 0
B027	Steel Door Replacement size 8' - 0 1/2" X 10' - 0" (Double) Type "H" with hinge protection (See Paragraph 2.30)	6	SET		$ - 0
B028	Steel Door Replacement size 8' - 3" X 10' - 5 3/4" (Double)Type "J" with hinge protection (See Paragraph 2.31)	12	SET		$ - 0
B029	Steel Door Replacement size 6' - 3" X 10' - 5 3/4" (Double)Type "G" (See Paragraph 2.32)	4	SET		$ - 0
B030	Steel Door Replacement size 8' X 8' - 5" Double faceType (K) (See Paragraph 2.33)	12	SET		$ - 0
B031	Steel Door Replacement size 10' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	4	SET		$ - 0
B032	Steel Door Replacement size 12' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	2	SET		$ - 0
B033	Steel Door Replacement size 14' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
B034	Steel Door Replacement size 15' - 6" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
B035	Install 10' X 10' roll-up door(See Paragraph 2.35)	2	EA		$ - 0
B036	Install 12' X 12' roll-up door(See Paragraph 2.36)	2	EA		$ - 0
B037	Install 3'-0" Personel Door with panic hardware(See Paragraph 2.37)	2	EA		$ - 0
B038	Install 6'-0" Double Door with panic hardware(See Paragraph 2.38)	2	SET		$ - 0
B039	Steel door paint two coats both sides (See Paragraph 2.39)	50	EA		$ - 0
B040	Install Door Hook or Eye Bolt (See Paragraph. 2.40)	100	EA		$ - 0
B041	Door flashing replacement (See Paragraph 2.41)	200	LF		$ - 0
B042	Install Door Sweeps (Prior to Shop Fab.) (See Paragraph. 2.42)	160	LF		$ - 0
B043	Install Door Sweeps (Post Shop Fab.) (See Paragraph. 2.43)	160	LF		$ - 0
B044	Steel door hinge or repair (See Paragraph 2.44)	40	EA		$ - 0
B045	Steel door lead paint removal (See Paragraph 2.45)	50	SF		$ - 0
B046	Steel door Napec Hasp replacement (See Paragraph 2.46)	24	EA		$ - 0
B047	Steel door operator repair (See Paragraph 2.47)	32	EA		$ - 0
B048	Install operator (See Paragraph 2.48)	20	EA		$ - 0
B049	Install Internal Locking Device on Doors (Prior to Shop Fab)(See Paragraph 2.49)	2	EA		$ - 0
B050	Install Internal Locking Device on Doors (Post Shop Fab)(See Paragraph 2.50)	2	EA		$ - 0
	(See Paragraph 2.50)
B051	Install Drop Locking Bar on Doors (Prior to Shop Fab)(See Paragraph 2.51)	4	EA		$ - 0
B052	Install Drop Locking Bar on Doors (Post Shop Fab)(See Paragraph 2.52)	2	EA		$ - 0
B053	Install Cane Bolt on Upper Leaf of Door (Post Shop Fab)(See Paragraph 2.53)	50	EA		$ - 0
B054	Repair Cane Bolt on Lower Leaf of Existing Door (See Paragraph 2.54)	50	EA		$ - 0
B055	Replace Door Vent Screen (See Parag. 2.55)	60	SF		$ - 0
B056	Door Insulation Panel Removal (See Paragraph 2.56)	24	EA		$ - 0
B057	Install Hinge Protection On An Existing Set Of Magazine Doors(See Paragraph 2.57)	10	SET		$ - 0
B058	Dead Light Removal (See Paragraph 2.58)	16	UNIT		$ - 0
B059	Dead Light Removal (with asbestos contaminated caulk) (See Paragraph 2.59)	16	UNIT		$ - 0
B060	Dead light replacement (See Paragraph 2.60)	512	SF		$ - 0
B061	Dead light covering with 3/8" Lexan(See Paragraph 2.61)	1440	SF		$ - 0
B062	Install High Steel Security Grating (See Paragraph 2.62)	60	EA		$ - 0
B063	Install Handrail above steps (See Paragraph 2.63)	40	EA		$ - 0
B064	Install Two-pipe Railing (See Paragraph 2.64)	76	LF		$ - 0
B065	Install Dock Access Ladder (See Paragraph 2.65)	2	EA		$ - 0
B066	Dome flashing replacement (See Paragraph 2.66)	20	EA		$ - 0
B067	Vent dome replacement (See Paragraph 2.67)	2	EA		$ - 0
B068	Waterproof Existing Roof Ventilator (See Paragraph 2.68)	8	EA		$ - 0
B069	Ground dome flashing to grounding grid (See Paragraph 2.69)	50	LF		$ - 0
B070	Ground doors/frames to grounding grid (See Paragraph 2.70)	100	LF		$ - 0
B071	Ground rail to grounding grid (See Paragraph 2.71)	50	LF		$ - 0
B072	Install Cover On Hi-Ex Magazine (See Paragraph 2.72)	1	EA		$ - 0
B073	Install Cover On Smokeless Powder Magazine(See Paragraph 2.73)	1	EA		$ - 0
B074	Waterproof Hi-Ex Magazine (See Paragraph 2.74)	1	EA		$ - 0
B075	Waterproof Smokeless Powder Magazine(See Paragraph 2.75)	1	EA		$ - 0
B076	Excavation (See Paragragh 2.76)	2100	CY		$ - 0
B077	Fill / Backfill (See Paragragh 2.77)	1800	CY		$ - 0
B078	Relocate/Reinstall Alarm Systems Pedestal(See Paragraph 2.78)	2	EA		$ - 0
B079	Install Silt Fence (See Paragraph 2.79)	400	LF		$ - 0
B080	Straw bales for erosion control (See Paragraph 2.80)	50	EA		$ - 0
B081	Mulch (See Paragraph 2.81)	150	MSF		$ - 0
B082	Straw Blanket Mulch (See Paragraph 2.82)	50	MSF		$ - 0
B083	Seeding (See Paragraph 2.83)	50	MSF		$ - 0
B084	Hydroseeding; Mulch, Seed, and Fertilize (See Paragraph 2.84)	2000	SYD		$ - 0
B085	Construction of temporary road to buildings that are rail accessible only(See Paragraph 2.85)	50	CY		$ - 0
B086	Stone Fill #2 (See Paragraph 2.86)	200	CY		$ - 0
B087	Stone Paving #53 (See Paragraph 2.87)	400	CY		$ - 0
B088	Crushed Stone (See Paragragh 2.88)	100	CY		$ - 0
B089	Rip Rap Ends (See Paragragh 2.89)	20	CY		$ - 0
B090	Install Geogrid Fabric (See Paragraph 2.90)	600	SYD		$ - 0
B091	Install 6" Pipe Bollards Concrete Filled (See Paragraph 2.91)	12	EA		$ - 0
B092	Removal of dock bumper blocks (See Paragraph 2.92)	6	EA		$ - 0
B093	Installation of dock bumper blocks (See Paragraph 2.93)	18	EA		$ - 0
B094	Reanchor Building Sign (See Paragraph 2.94)	10	EA		$ - 0
B095	Install Drain Cover (See Paragraph 2.95)	2	EA		$ - 0
B096	Storm Drain 12" Corrogated Pipe (See Paragraph 2.96)	60	LF		$ - 0
B097	Storm Drain 18" Corrogated Pipe (See Paragraph 2.97)	45	LF		$ - 0
B098	Concrete Storm Inlet (See Paragraph 2.98)	2	EA		$ - 0
B099	Adjust Existing Casting (See Paragraph 2.99)	2	EA		$ - 0
B100	Furnish New Casting (See Paragraph 2.100)	2	EA		$ - 0
B101	Downspout Trunk Line for Dock (See Paragraph 2.101)	180	LF		$ - 0
B102	Downspout Trunk Line for Extended Width Dock(See Paragraph 2.102)	180	LF		$ - 0
B103	Remove Railroad Tracks (See Paragraph 2.103)	440	LF		$ - 0
B104	Remove & Relocate Railroad Stop Blocks (See Paragraph 2.104)	1	EA		$ - 0
B105	Crosstie Wheel Stops (See Paragraph 2.105)	1	EA		$ - 0
B106	Paint Loading Dock Edge (4") (Two Coats)(See Paragraph 2.106)	120	LF		$ - 0
B107	Restencil Inside Hi-Ex Magazine (See Paragraph. 2.107)	1	EA		$ - 0
B108	Prep/Paint Concrete/Steel/Wood(See Paragraph. 2.108)	500	SF		$ - 0
B109	Prep/Paint/Screen Gable Vent/Louver On Inert Bldg/AGM(See Paragraph. 2.109)	4	EA		$ - 0
B110	Notice of Intent Line Item (See Paragraph 2.110)	1	LS		$ - 0
B111	Labor for Installation of Material in Conjunction with Magazine/Building Repairs(See Paragraph 2.111)	240	LH		$ - 0
B112	Material and Equipment in Conjunction with Magazine/Building repairs (See Paragraph 2.112)	5,000	LS	%	ERROR:#VALUE!
		% Mark-up on material invoice cost
	For proposal purposes only, assume the value of the material is $5,000.00
	To calculate the amount for ELIN B112 multiply $5,000.00 by the percent mark-up + 100%
	For example if the percent mark up is 10% then $5,000.00 x 1.10 = $5,055.00 which is entered in ELIN B112
B113	Bond Cost for Payment and Performance Bonds(See Paragraph 2.113)	ERROR:#VALUE!	LS	%	ERROR:#VALUE!
	%	Bond Premium
	To calculate the amount for ELIN 113 multiple the subtotal of ELINS 001 through 112 by the bond premium
	Bonding Requirement:
	< $35,000.00 - bonding not required
	$35,000.00 - $150,000 = Payment Bond
	$150,000 > = Performance & Payment Bond
		ESTIMATED TOTAL PRICE:			ERROR:#VALUE!
		Option Period One
		(Line Items B001 - B113)

Option Period Two

Contract: #N4008519R7704, Magazine & Inert Buildings Maintenance and Repair Option Period Two

EXHIBIT LINE	LINE ITEM		UNIT OF	UNIT	EXTENDED
ITEM NUMBER	DESCRIPTION	QUANTITY	ISSUE	PRICE	AMOUNT

C001	Concrete work for removal (See Paragraph 2.4)	1200	SF		$ - 0
C002	Sawcut opening (up to 12'x12') in wall. (See Pargraph 2.5)	5	EA		$ - 0
C003	Concrete repair of spalling slab areas (See Paragraph 2.6)	100	SF		$ - 0
C004	Concrete crack injection (See Paragraph 2.7)	500	LF		$ - 0
C005	Patching of Concrete Wall Crack and Spalled Area (See Paragraph 2.8)	35	CF		$ - 0
C006	Seal Concrete (See Paragraph 2.9)	3600	SF		$ - 0
C007	Concrete wing wall and footer Hi-Ex Mag (See Parag. 2.10)	120	CYD		$ - 0
C008	Concrete wing wall and footer S.P. Mag (See Parag. 2.11)	420	CYD		$ - 0
C009	Concrete dock slab replacement (See Paragraph 2.12)	160	CYD		$ - 0
C010	Concrete dock face wall replacement (See Paragraph 2.13)	80	CYD		$ - 0
C011	Concrete Slab Replacement (For Extended Width Dock) (See Paragraph 2.14)	200	CY		$ - 0
C012	Concrete Dock Face Wall (For Extended Width Dock)(See Paragraph 2.15)	210	CY		$ - 0
C013	Concrete Footer incl. Excavation (For Extended Width Dock) (See Paragraph 2.16)	90	CY		$ - 0
C014	Crushed Stone Backfill (For Extended Width Dock)(See Paragraph 2.17)	630	CY		$ - 0
C015	Concrete Steps (See Paragraph 2.18)	80	CYD		$ - 0
C016	Repair Parapet Wall (See Paragraph 2.19)	20	CY		$ - 0
C017	Interior Concrete Slab Replacement(See Paragraph 2.20)	20	CY		$ - 0
C018	Repair Partial Magazine Wall Section (See Parag. 2.21)	20	CY		$ - 0
C019	Reposition Magazine Gravity Wall (See Parag. 2.22)	2	EA		$ - 0
C020	Repair crack of smokeless powder magazine wingwall(See Paragraph 2.23)	2	EA		$ - 0
C021	Infill with CMU's (to install personnel door)(See Paragraph 2.24)	2	EA		$ - 0
C022	Infill with CMU's (to install double doors)(See Paragraph 2.25)	2	EA		$ - 0
C023	Infill with CMU's (to replace glass block)(See Paragraph 2.26)	8	EA		$ - 0
C024	Infill with CMU's (Minimum 12'-0" Wide X 12'-0" Tall Opening)(See Paragraph 2.27)	324	EA		$ - 0
C025	Concrete Reinforcement bars and mesh (See Parag. 2.28)	1000	LB		$ - 0
C026	Dock angle edge protection (See paragraph 2.29)	120	LF		$ - 0
C027	Steel Door Replacement size 8' - 0 1/2" X 10' - 0" (Double) Type "H" with hinge protection (See Paragraph 2.30)	6	SET		$ - 0
C028	Steel Door Replacement size 8' - 3" X 10' - 5 3/4" (Double)Type "J" with hinge protection (See Paragraph 2.31)	12	SET		$ - 0
C029	Steel Door Replacement size 6' - 3" X 10' - 5 3/4" (Double)Type "G" (See Paragraph 2.32)	4	SET		$ - 0
C030	Steel Door Replacement size 8' X 8' - 5" Double faceType (K) (See Paragraph 2.33)	12	SET		$ - 0
C031	Steel Door Replacement size 10' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	4	SET		$ - 0
C032	Steel Door Replacement size 12' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	2	SET		$ - 0
C033	Steel Door Replacement size 14' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
C034	Steel Door Replacement size 15' - 6" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
C035	Install 10' X 10' roll-up door(See Paragraph 2.35)	2	EA		$ - 0
C036	Install 12' X 12' roll-up door(See Paragraph 2.36)	2	EA		$ - 0
C037	Install 3'-0" Personel Door with panic hardware(See Paragraph 2.37)	2	EA		$ - 0
C038	Install 6'-0" Double Door with panic hardware(See Paragraph 2.38)	2	SET		$ - 0
C039	Steel door paint two coats both sides (See Paragraph 2.39)	50	EA		$ - 0
C040	Install Door Hook or Eye Bolt (See Paragraph. 2.40)	100	EA		$ - 0
C041	Door flashing replacement (See Paragraph 2.41)	200	LF		$ - 0
C042	Install Door Sweeps (Prior to Shop Fab.) (See Paragraph. 2.42)	160	LF		$ - 0
C043	Install Door Sweeps (Post Shop Fab.) (See Paragraph. 2.43)	160	LF		$ - 0
C044	Steel door hinge or repair (See Paragraph 2.44)	40	EA		$ - 0
C045	Steel door lead paint removal (See Paragraph 2.45)	50	SF		$ - 0
C046	Steel door Napec Hasp replacement (See Paragraph 2.46)	24	EA		$ - 0
C047	Steel door operator repair (See Paragraph 2.47)	32	EA		$ - 0
C048	Install operator (See Paragraph 2.48)	20	EA		$ - 0
C049	Install Internal Locking Device on Doors (Prior to Shop Fab)(See Paragraph 2.49)	2	EA		$ - 0
C050	Install Internal Locking Device on Doors (Post Shop Fab)(See Paragraph 2.50)	2	EA		$ - 0
	(See Paragraph 2.50)
C051	Install Drop Locking Bar on Doors (Prior to Shop Fab)(See Paragraph 2.51)	4	EA		$ - 0
C052	Install Drop Locking Bar on Doors (Post Shop Fab)(See Paragraph 2.52)	2	EA		$ - 0
C053	Install Cane Bolt on Upper Leaf of Door (Post Shop Fab)(See Paragraph 2.53)	50	EA		$ - 0
C054	Repair Cane Bolt on Lower Leaf of Existing Door (See Paragraph 2.54)	50	EA		$ - 0
C055	Replace Door Vent Screen (See Parag. 2.55)	60	SF		$ - 0
C056	Door Insulation Panel Removal (See Paragraph 2.56)	24	EA		$ - 0
C057	Install Hinge Protection On An Existing Set Of Magazine Doors(See Paragraph 2.57)	10	SET		$ - 0
C058	Dead Light Removal (See Paragraph 2.58)	16	UNIT		$ - 0
C059	Dead Light Removal (with asbestos contaminated caulk) (See Paragraph 2.59)	16	UNIT		$ - 0
C060	Dead light replacement (See Paragraph 2.60)	512	SF		$ - 0
C061	Dead light covering with 3/8" Lexan(See Paragraph 2.61)	1440	SF		$ - 0
C062	Install High Steel Security Grating (See Paragraph 2.62)	60	EA		$ - 0
C063	Install Handrail above steps (See Paragraph 2.63)	40	EA		$ - 0
C064	Install Two-pipe Railing (See Paragraph 2.64)	76	LF		$ - 0
C065	Install Dock Access Ladder (See Paragraph 2.65)	2	EA		$ - 0
C066	Dome flashing replacement (See Paragraph 2.66)	20	EA		$ - 0
C067	Vent dome replacement (See Paragraph 2.67)	2	EA		$ - 0
C068	Waterproof Existing Roof Ventilator (See Paragraph 2.68)	8	EA		$ - 0
C069	Ground dome flashing to grounding grid (See Paragraph 2.69)	50	LF		$ - 0
C070	Ground doors/frames to grounding grid (See Paragraph 2.70)	100	LF		$ - 0
C071	Ground rail to grounding grid (See Paragraph 2.71)	50	LF		$ - 0
C072	Install Cover On Hi-Ex Magazine (See Paragraph 2.72)	1	EA		$ - 0
C073	Install Cover On Smokeless Powder Magazine(See Paragraph 2.73)	1	EA		$ - 0
C074	Waterproof Hi-Ex Magazine (See Paragraph 2.74)	1	EA		$ - 0
C075	Waterproof Smokeless Powder Magazine(See Paragraph 2.75)	1	EA		$ - 0
C076	Excavation (See Paragragh 2.76)	2100	CY		$ - 0
C077	Fill / Backfill (See Paragragh 2.77)	1800	CY		$ - 0
C078	Relocate/Reinstall Alarm Systems Pedestal(See Paragraph 2.78)	2	EA		$ - 0
C079	Install Silt Fence (See Paragraph 2.79)	400	LF		$ - 0
C080	Straw bales for erosion control (See Paragraph 2.80)	50	EA		$ - 0
C081	Mulch (See Paragraph 2.81)	150	MSF		$ - 0
C082	Straw Blanket Mulch (See Paragraph 2.82)	50	MSF		$ - 0
C083	Seeding (See Paragraph 2.83)	50	MSF		$ - 0
C084	Hydroseeding; Mulch, Seed, and Fertilize (See Paragraph 2.84)	2000	SYD		$ - 0
C085	Construction of temporary road to buildings that are rail accessible only(See Paragraph 2.85)	50	CY		$ - 0
C086	Stone Fill #2 (See Paragraph 2.86)	200	CY		$ - 0
C087	Stone Paving #53 (See Paragraph 2.87)	400	CY		$ - 0
C088	Crushed Stone (See Paragragh 2.88)	100	CY		$ - 0
C089	Rip Rap Ends (See Paragragh 2.89)	20	CY		$ - 0
C090	Install Geogrid Fabric (See Paragraph 2.90)	600	SYD		$ - 0
C091	Install 6" Pipe Bollards Concrete Filled (See Paragraph 2.91)	12	EA		$ - 0
C092	Removal of dock bumper blocks (See Paragraph 2.92)	6	EA		$ - 0
C093	Installation of dock bumper blocks (See Paragraph 2.93)	18	EA		$ - 0
C094	Reanchor Building Sign (See Paragraph 2.94)	10	EA		$ - 0
C095	Install Drain Cover (See Paragraph 2.95)	2	EA		$ - 0
C096	Storm Drain 12" Corrogated Pipe (See Paragraph 2.96)	60	LF		$ - 0
C097	Storm Drain 18" Corrogated Pipe (See Paragraph 2.97)	45	LF		$ - 0
C098	Concrete Storm Inlet (See Paragraph 2.98)	2	EA		$ - 0
C099	Adjust Existing Casting (See Paragraph 2.99)	2	EA		$ - 0
C100	Furnish New Casting (See Paragraph 2.100)	2	EA		$ - 0
C101	Downspout Trunk Line for Dock (See Paragraph 2.101)	180	LF		$ - 0
C102	Downspout Trunk Line for Extended Width Dock(See Paragraph 2.102)	180	LF		$ - 0
C103	Remove Railroad Tracks (See Paragraph 2.103)	440	LF		$ - 0
C104	Remove & Relocate Railroad Stop Blocks (See Paragraph 2.104)	1	EA		$ - 0
C105	Crosstie Wheel Stops (See Paragraph 2.105)	1	EA		$ - 0
C106	Paint Loading Dock Edge (4") (Two Coats)(See Paragraph 2.106)	120	LF		$ - 0
C107	Restencil Inside Hi-Ex Magazine (See Paragraph. 2.107)	1	EA		$ - 0
C108	Prep/Paint Concrete/Steel/Wood(See Paragraph. 2.108)	500	SF		$ - 0
C109	Prep/Paint/Screen Gable Vent/Louver On Inert Bldg/AGM(See Paragraph. 2.109)	4	EA		$ - 0
C110	Notice of Intent Line Item (See Paragraph 2.110)	1	LS		$ - 0
C111	Labor for Installation of Material in Conjunction with Magazine/Building Repairs(See Paragraph 2.111)	240	LH		$ - 0
C112	Material and Equipment in Conjunction with Magazine/Building repairs (See Paragraph 2.112)	5,000	LS	%	ERROR:#VALUE!
		% Mark-up on material invoice cost
	For proposal purposes only, assume the value of the material is $5,000.00
	To calculate the amount for ELIN C112 multiply $5,000.00 by the percent mark-up + 100%
	For example if the percent mark up is 10% then $5,000.00 x 1.10 = $5,055.00 which is entered in ELIN C112
C113	Bond Cost for Payment and Performance Bonds(See Paragraph 2.113)	ERROR:#VALUE!	LS	%	ERROR:#VALUE!
	%	Bond Premium
	To calculate the amount for ELIN 113 multiple the subtotal of ELINS 001 through 112 by the bond premium
	Bonding Requirement:
	< $35,000.00 - bonding not required
	$35,000.00 - $150,000 = Payment Bond
	$150,000 > = Performance & Payment Bond
		ESTIMATED TOTAL PRICE:			ERROR:#VALUE!
		Option Period Two
		(Line Items C001 - C113)

Option Period Three

Contract: #N4008519R7704, Magazine & Inert Buildings Maintenance and Repair Option Period Three

EXHIBIT LINE	LINE ITEM		UNIT OF	UNIT	EXTENDED
ITEM NUMBER	DESCRIPTION	QUANTITY	ISSUE	PRICE	AMOUNT

D001	Concrete work for removal (See Paragraph 2.4)	1200	SF		$ - 0
D002	Sawcut opening (up to 12'x12') in wall. (See Pargraph 2.5)	5	EA		$ - 0
D003	Concrete repair of spalling slab areas (See Paragraph 2.6)	100	SF		$ - 0
D004	Concrete crack injection (See Paragraph 2.7)	500	LF		$ - 0
D005	Patching of Concrete Wall Crack and Spalled Area (See Paragraph 2.8)	35	CF		$ - 0
D006	Seal Concrete (See Paragraph 2.9)	3600	SF		$ - 0
D007	Concrete wing wall and footer Hi-Ex Mag (See Parag. 2.10)	120	CYD		$ - 0
D008	Concrete wing wall and footer S.P. Mag (See Parag. 2.11)	420	CYD		$ - 0
D009	Concrete dock slab replacement (See Paragraph 2.12)	160	CYD		$ - 0
D010	Concrete dock face wall replacement (See Paragraph 2.13)	80	CYD		$ - 0
D011	Concrete Slab Replacement (For Extended Width Dock) (See Paragraph 2.14)	200	CY		$ - 0
D012	Concrete Dock Face Wall (For Extended Width Dock)(See Paragraph 2.15)	210	CY		$ - 0
D013	Concrete Footer incl. Excavation (For Extended Width Dock) (See Paragraph 2.16)	90	CY		$ - 0
D014	Crushed Stone Backfill (For Extended Width Dock)(See Paragraph 2.17)	630	CY		$ - 0
D015	Concrete Steps (See Paragraph 2.18)	80	CYD		$ - 0
D016	Repair Parapet Wall (See Paragraph 2.19)	20	CY		$ - 0
D017	Interior Concrete Slab Replacement(See Paragraph 2.20)	20	CY		$ - 0
D018	Repair Partial Magazine Wall Section (See Parag. 2.21)	20	CY		$ - 0
D019	Reposition Magazine Gravity Wall (See Parag. 2.22)	2	EA		$ - 0
D020	Repair crack of smokeless powder magazine wingwall(See Paragraph 2.23)	2	EA		$ - 0
D021	Infill with CMU's (to install personnel door)(See Paragraph 2.24)	2	EA		$ - 0
D022	Infill with CMU's (to install double doors)(See Paragraph 2.25)	2	EA		$ - 0
D023	Infill with CMU's (to replace glass block)(See Paragraph 2.26)	8	EA		$ - 0
D024	Infill with CMU's (Minimum 12'-0" Wide X 12'-0" Tall Opening)(See Paragraph 2.27)	324	EA		$ - 0
D025	Concrete Reinforcement bars and mesh (See Parag. 2.28)	1000	LB		$ - 0
D026	Dock angle edge protection (See paragraph 2.29)	120	LF		$ - 0
D027	Steel Door Replacement size 8' - 0 1/2" X 10' - 0" (Double) Type "H" with hinge protection (See Paragraph 2.30)	6	SET		$ - 0
D028	Steel Door Replacement size 8' - 3" X 10' - 5 3/4" (Double)Type "J" with hinge protection (See Paragraph 2.31)	12	SET		$ - 0
D029	Steel Door Replacement size 6' - 3" X 10' - 5 3/4" (Double)Type "G" (See Paragraph 2.32)	4	SET		$ - 0
D030	Steel Door Replacement size 8' X 8' - 5" Double faceType (K) (See Paragraph 2.33)	12	SET		$ - 0
D031	Steel Door Replacement size 10' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	4	SET		$ - 0
D032	Steel Door Replacement size 12' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	2	SET		$ - 0
D033	Steel Door Replacement size 14' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
D034	Steel Door Replacement size 15' - 6" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
D035	Install 10' X 10' roll-up door(See Paragraph 2.35)	2	EA		$ - 0
D036	Install 12' X 12' roll-up door(See Paragraph 2.36)	2	EA		$ - 0
D037	Install 3'-0" Personel Door with panic hardware(See Paragraph 2.37)	2	EA		$ - 0
D038	Install 6'-0" Double Door with panic hardware(See Paragraph 2.38)	2	SET		$ - 0
D039	Steel door paint two coats both sides (See Paragraph 2.39)	50	EA		$ - 0
D040	Install Door Hook or Eye Bolt (See Paragraph. 2.40)	100	EA		$ - 0
D041	Door flashing replacement (See Paragraph 2.41)	200	LF		$ - 0
D042	Install Door Sweeps (Prior to Shop Fab.) (See Paragraph. 2.42)	160	LF		$ - 0
D043	Install Door Sweeps (Post Shop Fab.) (See Paragraph. 2.43)	160	LF		$ - 0
D044	Steel door hinge or repair (See Paragraph 2.44)	40	EA		$ - 0
D045	Steel door lead paint removal (See Paragraph 2.45)	50	SF		$ - 0
D046	Steel door Napec Hasp replacement (See Paragraph 2.46)	24	EA		$ - 0
D047	Steel door operator repair (See Paragraph 2.47)	32	EA		$ - 0
D048	Install operator (See Paragraph 2.48)	20	EA		$ - 0
D049	Install Internal Locking Device on Doors (Prior to Shop Fab)(See Paragraph 2.49)	2	EA		$ - 0
D050	Install Internal Locking Device on Doors (Post Shop Fab)(See Paragraph 2.50)	2	EA		$ - 0
	(See Paragraph 2.50)				$ - 0
D051	Install Drop Locking Bar on Doors (Prior to Shop Fab)(See Paragraph 2.51)	4	EA		$ - 0
D052	Install Drop Locking Bar on Doors (Post Shop Fab)(See Paragraph 2.52)	2	EA		$ - 0
D053	Install Cane Bolt on Upper Leaf of Door (Post Shop Fab)(See Paragraph 2.53)	50	EA		$ - 0
D054	Repair Cane Bolt on Lower Leaf of Existing Door (See Paragraph 2.54)	50	EA		$ - 0
D055	Replace Door Vent Screen (See Parag. 2.55)	60	SF		$ - 0
D056	Door Insulation Panel Removal (See Paragraph 2.56)	24	EA		$ - 0
D057	Install Hinge Protection On An Existing Set Of Magazine Doors(See Paragraph 2.57)	10	SET		$ - 0
D058	Dead Light Removal (See Paragraph 2.58)	16	UNIT		$ - 0
D059	Dead Light Removal (with asbestos contaminated caulk) (See Paragraph 2.59)	16	UNIT		$ - 0
D060	Dead light replacement (See Paragraph 2.60)	512	SF		$ - 0
D061	Dead light covering with 3/8" Lexan(See Paragraph 2.61)	1440	SF		$ - 0
D062	Install High Steel Security Grating (See Paragraph 2.62)	60	EA		$ - 0
D063	Install Handrail above steps (See Paragraph 2.63)	40	EA		$ - 0
D064	Install Two-pipe Railing (See Paragraph 2.64)	76	LF		$ - 0
D065	Install Dock Access Ladder (See Paragraph 2.65)	2	EA		$ - 0
D066	Dome flashing replacement (See Paragraph 2.66)	20	EA		$ - 0
D067	Vent dome replacement (See Paragraph 2.67)	2	EA		$ - 0
D068	Waterproof Existing Roof Ventilator (See Paragraph 2.68)	8	EA		$ - 0
D069	Ground dome flashing to grounding grid (See Paragraph 2.69)	50	LF		$ - 0
D070	Ground doors/frames to grounding grid (See Paragraph 2.70)	100	LF		$ - 0
D071	Ground rail to grounding grid (See Paragraph 2.71)	50	LF		$ - 0
D072	Install Cover On Hi-Ex Magazine (See Paragraph 2.72)	1	EA		$ - 0
D073	Install Cover On Smokeless Powder Magazine(See Paragraph 2.73)	1	EA		$ - 0
D074	Waterproof Hi-Ex Magazine (See Paragraph 2.74)	1	EA		$ - 0
D075	Waterproof Smokeless Powder Magazine(See Paragraph 2.75)	1	EA		$ - 0
D076	Excavation (See Paragragh 2.76)	2100	CY		$ - 0
D077	Fill / Backfill (See Paragragh 2.77)	1800	CY		$ - 0
D078	Relocate/Reinstall Alarm Systems Pedestal(See Paragraph 2.78)	2	EA		$ - 0
D079	Install Silt Fence (See Paragraph 2.79)	400	LF		$ - 0
D080	Straw bales for erosion control (See Paragraph 2.80)	50	EA		$ - 0
D081	Mulch (See Paragraph 2.81)	150	MSF		$ - 0
D082	Straw Blanket Mulch (See Paragraph 2.82)	50	MSF		$ - 0
D083	Seeding (See Paragraph 2.83)	50	MSF		$ - 0
D084	Hydroseeding; Mulch, Seed, and Fertilize (See Paragraph 2.84)	2000	SYD		$ - 0
D085	Construction of temporary road to buildings that are rail accessible only(See Paragraph 2.85)	50	CY		$ - 0
D086	Stone Fill #2 (See Paragraph 2.86)	200	CY		$ - 0
D087	Stone Paving #53 (See Paragraph 2.87)	400	CY		$ - 0
D088	Crushed Stone (See Paragragh 2.88)	100	CY		$ - 0
D089	Rip Rap Ends (See Paragragh 2.89)	20	CY		$ - 0
D090	Install Geogrid Fabric (See Paragraph 2.90)	600	SYD		$ - 0
D091	Install 6" Pipe Bollards Concrete Filled (See Paragraph 2.91)	12	EA		$ - 0
D092	Removal of dock bumper blocks (See Paragraph 2.92)	6	EA		$ - 0
D093	Installation of dock bumper blocks (See Paragraph 2.93)	18	EA		$ - 0
D094	Reanchor Building Sign (See Paragraph 2.94)	10	EA		$ - 0
D095	Install Drain Cover (See Paragraph 2.95)	2	EA		$ - 0
D096	Storm Drain 12" Corrogated Pipe (See Paragraph 2.96)	60	LF		$ - 0
D097	Storm Drain 18" Corrogated Pipe (See Paragraph 2.97)	45	LF		$ - 0
D098	Concrete Storm Inlet (See Paragraph 2.98)	2	EA		$ - 0
D099	Adjust Existing Casting (See Paragraph 2.99)	2	EA		$ - 0
D100	Furnish New Casting (See Paragraph 2.100)	2	EA		$ - 0
D101	Downspout Trunk Line for Dock (See Paragraph 2.101)	180	LF		$ - 0
D102	Downspout Trunk Line for Extended Width Dock(See Paragraph 2.102)	180	LF		$ - 0
D103	Remove Railroad Tracks (See Paragraph 2.103)	440	LF		$ - 0
D104	Remove & Relocate Railroad Stop Blocks (See Paragraph 2.104)	1	EA		$ - 0
D105	Crosstie Wheel Stops (See Paragraph 2.105)	1	EA		$ - 0
D106	Paint Loading Dock Edge (4") (Two Coats)(See Paragraph 2.106)	120	LF		$ - 0
D107	Restencil Inside Hi-Ex Magazine (See Paragraph. 2.107)	1	EA		$ - 0
D108	Prep/Paint Concrete/Steel/Wood(See Paragraph. 2.108)	500	SF		$ - 0
D109	Prep/Paint/Screen Gable Vent/Louver On Inert Bldg/AGM(See Paragraph. 2.109)	4	EA		$ - 0
D110	Notice of Intent Line Item (See Paragraph 2.110)	1	LS		$ - 0
D111	Labor for Installation of Material in Conjunction with Magazine/Building Repairs(See Paragraph 2.111)	240	LH		$ - 0
D112	Material and Equipment in Conjunction with Magazine/Building repairs (See Paragraph 2.112)	5,000	LS	%	ERROR:#VALUE!
		% Mark-up on material invoice cost
	For proposal purposes only, assume the value of the material is $5,000.00
	To calculate the amount for ELIN D112 multiply $5,000.00 by the percent mark-up + 100%
	For example if the percent mark up is 10% then $5,000.00 x 1.10 = $5,055.00 which is entered in ELIN D112
D113	Bond Cost for Payment and Performance Bonds(See Paragraph 2.113)	ERROR:#VALUE!	LS	%	ERROR:#VALUE!
	%	Bond Premium
	To calculate the amount for ELIN 113 multiple the subtotal of ELINS 001 through 112 by the bond premium
	Bonding Requirement:
	< $35,000.00 - bonding not required
	$35,000.00 - $150,000 = Payment Bond
	$150,000 > = Performance & Payment Bond
		ESTIMATED TOTAL PRICE:			ERROR:#VALUE!
		Option Period Three
		(Line Items D001 - D113)

Option Period Four

Contract: #N4008519R7704, Magazine & Inert Buildings Maintenance and Repair Option Period Four

EXHIBIT LINE	LINE ITEM		UNIT OF	UNIT	EXTENDED
ITEM NUMBER	DESCRIPTION	QUANTITY	ISSUE	PRICE	AMOUNT

E001	Concrete work for removal (See Paragraph 2.4)	1200	SF		$ - 0
E002	Sawcut opening (up to 12'x12') in wall. (See Pargraph 2.5)	5	EA		$ - 0
E003	Concrete repair of spalling slab areas (See Paragraph 2.6)	100	SF		$ - 0
E004	Concrete crack injection (See Paragraph 2.7)	500	LF		$ - 0
E005	Patching of Concrete Wall Crack and Spalled Area (See Paragraph 2.8)	35	CF		$ - 0
E006	Seal Concrete (See Paragraph 2.9)	3600	SF		$ - 0
E007	Concrete wing wall and footer Hi-Ex Mag (See Parag. 2.10)	120	CYD		$ - 0
E008	Concrete wing wall and footer S.P. Mag (See Parag. 2.11)	420	CYD		$ - 0
E009	Concrete dock slab replacement (See Paragraph 2.12)	160	CYD		$ - 0
E010	Concrete dock face wall replacement (See Paragraph 2.13)	80	CYD		$ - 0
E011	Concrete Slab Replacement (For Extended Width Dock) (See Paragraph 2.14)	200	CY		$ - 0
E012	Concrete Dock Face Wall (For Extended Width Dock)(See Paragraph 2.15)	210	CY		$ - 0
E013	Concrete Footer incl. Excavation (For Extended Width Dock) (See Paragraph 2.16)	90	CY		$ - 0
E014	Crushed Stone Backfill (For Extended Width Dock)(See Paragraph 2.17)	630	CY		$ - 0
E015	Concrete Steps (See Paragraph 2.18)	80	CYD		$ - 0
E016	Repair Parapet Wall (See Paragraph 2.19)	20	CY		$ - 0
E017	Interior Concrete Slab Replacement(See Paragraph 2.20)	20	CY		$ - 0
E018	Repair Partial Magazine Wall Section (See Parag. 2.21)	20	CY		$ - 0
E019	Reposition Magazine Gravity Wall (See Parag. 2.22)	2	EA		$ - 0
E020	Repair crack of smokeless powder magazine wingwall(See Paragraph 2.23)	2	EA		$ - 0
E021	Infill with CMU's (to install personnel door)(See Paragraph 2.24)	2	EA		$ - 0
E022	Infill with CMU's (to install double doors)(See Paragraph 2.25)	2	EA		$ - 0
E023	Infill with CMU's (to replace glass block)(See Paragraph 2.26)	8	EA		$ - 0
E024	Infill with CMU's (Minimum 12'-0" Wide X 12'-0" Tall Opening)(See Paragraph 2.27)	324	EA		$ - 0
E025	Concrete Reinforcement bars and mesh (See Parag. 2.28)	1000	LB		$ - 0
E026	Dock angle edge protection (See paragraph 2.29)	120	LF		$ - 0
E027	Steel Door Replacement size 8' - 0 1/2" X 10' - 0" (Double) Type "H" with hinge protection (See Paragraph 2.30)	6	SET		$ - 0
E028	Steel Door Replacement size 8' - 3" X 10' - 5 3/4" (Double)Type "J" with hinge protection (See Paragraph 2.31)	12	SET		$ - 0
E029	Steel Door Replacement size 6' - 3" X 10' - 5 3/4" (Double)Type "G" (See Paragraph 2.32)	4	SET		$ - 0
E030	Steel Door Replacement size 8' X 8' - 5" Double faceType (K) (See Paragraph 2.33)	12	SET		$ - 0
E031	Steel Door Replacement size 10' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	4	SET		$ - 0
E032	Steel Door Replacement size 12' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	2	SET		$ - 0
E033	Steel Door Replacement size 14' - 0" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
E034	Steel Door Replacement size 15' - 6" Wide X 10' - 6" Tall (Double)(See Paragraph 2.34)	1	SET		$ - 0
E035	Install 10' X 10' roll-up door(See Paragraph 2.35)	2	EA		$ - 0
E036	Install 12' X 12' roll-up door(See Paragraph 2.36)	2	EA		$ - 0
E037	Install 3'-0" Personel Door with panic hardware(See Paragraph 2.37)	2	EA		$ - 0
E038	Install 6'-0" Double Door with panic hardware(See Paragraph 2.38)	2	SET		$ - 0
E039	Steel door paint two coats both sides (See Paragraph 2.39)	50	EA		$ - 0
E040	Install Door Hook or Eye Bolt (See Paragraph. 2.40)	100	EA		$ - 0
E041	Door flashing replacement (See Paragraph 2.41)	200	LF		$ - 0
E042	Install Door Sweeps (Prior to Shop Fab.) (See Paragraph. 2.42)	160	LF		$ - 0
E043	Install Door Sweeps (Post Shop Fab.) (See Paragraph. 2.43)	160	LF		$ - 0
E044	Steel door hinge or repair (See Paragraph 2.44)	40	EA		$ - 0
E045	Steel door lead paint removal (See Paragraph 2.45)	50	SF		$ - 0
E046	Steel door Napec Hasp replacement (See Paragraph 2.46)	24	EA		$ - 0
E047	Steel door operator repair (See Paragraph 2.47)	32	EA		$ - 0
E048	Install operator (See Paragraph 2.48)	20	EA		$ - 0
E049	Install Internal Locking Device on Doors (Prior to Shop Fab)(See Paragraph 2.49)	2	EA		$ - 0
E050	Install Internal Locking Device on Doors (Post Shop Fab)(See Paragraph 2.50)	2	EA		$ - 0
	(See Paragraph 2.50)				$ - 0
E051	Install Drop Locking Bar on Doors (Prior to Shop Fab)(See Paragraph 2.51)	4	EA		$ - 0
E052	Install Drop Locking Bar on Doors (Post Shop Fab)(See Paragraph 2.52)	2	EA		$ - 0
E053	Install Cane Bolt on Upper Leaf of Door (Post Shop Fab)(See Paragraph 2.53)	50	EA		$ - 0
E054	Repair Cane Bolt on Lower Leaf of Existing Door (See Paragraph 2.54)	50	EA		$ - 0
E055	Replace Door Vent Screen (See Parag. 2.55)	60	SF		$ - 0
E056	Door Insulation Panel Removal (See Paragraph 2.56)	24	EA		$ - 0
E057	Install Hinge Protection On An Existing Set Of Magazine Doors(See Paragraph 2.57)	10	SET		$ - 0
E058	Dead Light Removal (See Paragraph 2.58)	16	UNIT		$ - 0
E059	Dead Light Removal (with asbestos contaminated caulk) (See Paragraph 2.59)	16	UNIT		$ - 0
E060	Dead light replacement (See Paragraph 2.60)	512	SF		$ - 0
E061	Dead light covering with 3/8" Lexan(See Paragraph 2.61)	1440	SF		$ - 0
E062	Install High Steel Security Grating (See Paragraph 2.62)	60	EA		$ - 0
E063	Install Handrail above steps (See Paragraph 2.63)	40	EA		$ - 0
E064	Install Two-pipe Railing (See Paragraph 2.64)	76	LF		$ - 0
E065	Install Dock Access Ladder (See Paragraph 2.65)	2	EA		$ - 0
E066	Dome flashing replacement (See Paragraph 2.66)	20	EA		$ - 0
E067	Vent dome replacement (See Paragraph 2.67)	2	EA		$ - 0
E068	Waterproof Existing Roof Ventilator (See Paragraph 2.68)	8	EA		$ - 0
E069	Ground dome flashing to grounding grid (See Paragraph 2.69)	50	LF		$ - 0
E070	Ground doors/frames to grounding grid (See Paragraph 2.70)	100	LF		$ - 0
E071	Ground rail to grounding grid (See Paragraph 2.71)	50	LF		$ - 0
E072	Install Cover On Hi-Ex Magazine (See Paragraph 2.72)	1	EA		$ - 0
E073	Install Cover On Smokeless Powder Magazine(See Paragraph 2.73)	1	EA		$ - 0
E074	Waterproof Hi-Ex Magazine (See Paragraph 2.74)	1	EA		$ - 0
E075	Waterproof Smokeless Powder Magazine(See Paragraph 2.75)	1	EA		$ - 0
E076	Excavation (See Paragragh 2.76)	2100	CY		$ - 0
E077	Fill / Backfill (See Paragragh 2.77)	1800	CY		$ - 0
E078	Relocate/Reinstall Alarm Systems Pedestal(See Paragraph 2.78)	2	EA		$ - 0
E079	Install Silt Fence (See Paragraph 2.79)	400	LF		$ - 0
E080	Straw bales for erosion control (See Paragraph 2.80)	50	EA		$ - 0
E081	Mulch (See Paragraph 2.81)	150	MSF		$ - 0
E082	Straw Blanket Mulch (See Paragraph 2.82)	50	MSF		$ - 0
E083	Seeding (See Paragraph 2.83)	50	MSF		$ - 0
E084	Hydroseeding; Mulch, Seed, and Fertilize (See Paragraph 2.84)	2000	SYD		$ - 0
E085	Construction of temporary road to buildings that are rail accessible only(See Paragraph 2.85)	50	CY		$ - 0
E086	Stone Fill #2 (See Paragraph 2.86)	200	CY		$ - 0
E087	Stone Paving #53 (See Paragraph 2.87)	400	CY		$ - 0
E088	Crushed Stone (See Paragragh 2.88)	100	CY		$ - 0
E089	Rip Rap Ends (See Paragragh 2.89)	20	CY		$ - 0
E090	Install Geogrid Fabric (See Paragraph 2.90)	600	SYD		$ - 0
E091	Install 6" Pipe Bollards Concrete Filled (See Paragraph 2.91)	12	EA		$ - 0
E092	Removal of dock bumper blocks (See Paragraph 2.92)	6	EA		$ - 0
E093	Installation of dock bumper blocks (See Paragraph 2.93)	18	EA		$ - 0
E094	Reanchor Building Sign (See Paragraph 2.94)	10	EA		$ - 0
E095	Install Drain Cover (See Paragraph 2.95)	2	EA		$ - 0
E096	Storm Drain 12" Corrogated Pipe (See Paragraph 2.96)	60	LF		$ - 0
E097	Storm Drain 18" Corrogated Pipe (See Paragraph 2.97)	45	LF		$ - 0
E098	Concrete Storm Inlet (See Paragraph 2.98)	2	EA		$ - 0
E099	Adjust Existing Casting (See Paragraph 2.99)	2	EA		$ - 0
E100	Furnish New Casting (See Paragraph 2.100)	2	EA		$ - 0
E101	Downspout Trunk Line for Dock (See Paragraph 2.101)	180	LF		$ - 0
E102	Downspout Trunk Line for Extended Width Dock(See Paragraph 2.102)	180	LF		$ - 0
E103	Remove Railroad Tracks (See Paragraph 2.103)	440	LF		$ - 0
E104	Remove & Relocate Railroad Stop Blocks (See Paragraph 2.104)	1	EA		$ - 0
E105	Crosstie Wheel Stops (See Paragraph 2.105)	1	EA		$ - 0
E106	Paint Loading Dock Edge (4") (Two Coats)(See Paragraph 2.106)	120	LF		$ - 0
E107	Restencil Inside Hi-Ex Magazine (See Paragraph. 2.107)	1	EA		$ - 0
E108	Prep/Paint Concrete/Steel/Wood(See Paragraph. 2.108)	500	SF		$ - 0
E109	Prep/Paint/Screen Gable Vent/Louver On Inert Bldg/AGM(See Paragraph. 2.109)	4	EA		$ - 0
E110	Notice of Intent Line Item (See Paragraph 2.110)	1	LS		$ - 0
E111	Labor for Installation of Material in Conjunction with Magazine/Building Repairs(See Paragraph 2.111)	240	LH		$ - 0
E112	Material and Equipment in Conjunction with Magazine/Building repairs (See Paragraph 2.112)	5,000	LS	%	ERROR:#VALUE!
		% Mark-up on material invoice cost
	For proposal purposes only, assume the value of the material is $5,000.00
	To calculate the amount for ELIN E112 multiply $5,000.00 by the percent mark-up + 100%
	For example if the percent mark up is 10% then $5,000.00 x 1.10 = $5,055.00 which is entered in ELIN E112
E113	Bond Cost for Payment and Performance Bonds(See Paragraph 2.113)	ERROR:#VALUE!	LS	%	ERROR:#VALUE!
	%	Bond Premium
	To calculate the amount for ELIN 113 multiple the subtotal of ELINS 001 through 112 by the bond premium
	Bonding Requirement:
	< $35,000.00 - bonding not required
	$35,000.00 - $150,000 = Payment Bond
	$150,000 > = Performance & Payment Bond
		ESTIMATED TOTAL PRICE:			ERROR:#VALUE!
		Option Period Four
		(Line Items E001 - E113)

File details come from the government source that posted it. Updated May 20, 2020.