Copy_of_Paving_IDIQ_Bid_Schedule_(BID_-_Line_Items)_-_14_Aug_15.xlsx

XLSX spreadsheet 190 KB Posted Aug 25, 2015

Attached to: Paving Indefinite Delivery/Indefinite Quantity (IDIQ)
Solicitation number: FA2835-15-B-0002
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Hanscom Air Force Base

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From the source

Amendment to change Item 13B of the Solicitation to change the Bid Guarantee from required to not required. Attach an Excel version of the bid schedule.

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Other files

File	Type	Posted
Questions_Paving_IDIQ_082815.pdf	PDF	Aug 28, 2015
paving_IDIQ_amendment_3.pdf	PDF	Aug 27, 2015
Copy_of_Paving_IDIQ_Bid_Schedule_(BID_-_Line_Items)_-_27_Aug_15.xlsx	XLSX spreadsheet	Aug 27, 2015
Questions_Paving_IDIQ_082715.pdf	PDF	Aug 27, 2015
paving_bid_due_date.pdf	PDF	Aug 27, 2015
Paving_amendment.pdf	PDF	Aug 25, 2015
Paving_IDIQ_Bid_Schedule_(BID_-_Line_Items)_-_14_Aug_15.pdf	PDF	Aug 19, 2015
Paving_IDIQ_Bid_Schedule_(Line_Items)_-_31_May_15.xlsx	XLSX spreadsheet	Aug 6, 2015
Davis_Bacon_Wage_Determination_-_Plymouth_County.pdf	PDF	Jul 27, 2015
Paving_IDIQ_Standard_Details_(13_Mar_15).pdf	PDF	Jul 27, 2015
Paving_IDIQ_Specifications.pdf	PDF	Jul 27, 2015
PZIA-15-0143_Invitation_for_Bids_Letter.pdf	PDF	Jul 27, 2015
Davis_Bacon_Wage_Determination_-_Middlesex_County.pdf	PDF	Jul 27, 2015
Davis_Bacon_Wage_Determination_-_Barnstable_County.pdf	PDF	Jul 27, 2015
Paving_IDIQ_Bid_Schedule_(Line_Items)_-_31_May_15.pdf	PDF	Jul 27, 2015
Davis_Bacon_Wage_Determination_-_Essex_County.pdf	PDF	Jul 27, 2015
FA2835-15-B-0002_IFB.pdf	PDF	Jul 27, 2015
PAVING_IDIQ_SOW_(Mar_2015).pdf	PDF	Jul 27, 2015

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Descriptions

CONTRACT ITEM DESCRIPTIONS
Item	Unit	Specification Section	Drawing Reference	Description
A - DEMOLITION
Cold planing	SY	32 01 16.17	1 / C-301	1. Grinding of specified pavement to the depth indicated.
Curbing removal	LF	02 41 00		1. Excavating sufficient soil to facilitate removal.
				2. Removal and disposal of curbing.
				3. Removal and disposal of any existing concrete footings.
Remove bituminous concrete	TN	02 41 00		1. Removal and disposal of bituminous concrete pavements.
				Note: Sawcutting, if required is issued under CLINs 11AE and 11AF
Bituminous concrete reclamation	SY	32 01 17	1 / C-302	1. Milling of pavement in place by milling machine or Bomag type equipment.
Sawcutting, bituminous	LF	02 41 00		1. Sawcutting of bituminous concrete pavements, any depth.
Sawcutting, concrete	LF	02 41 00		1. Sawcutting of concrete, any depth.
Pavement marking, removal	SF	02 41 00		1. Removal of pavement markings.
				2. Cleaning area of debris.
Remove tree and stump, up to 7” diameter	EA	02 41 00		1. Removal and disposal of tree.
				2. Removal and disposal of root system.
				3. Backfilling of hole with satisfactory material.
Remove tree and stump, 8” to 11” diameter	EA	02 41 00		See above
Remove tree and stump, 12” to 23” diameter	EA	02 41 00		See above
Remove tree and stump, 24” to 36” diameter	EA	02 41 00		See above
Remove tree and stump, 37” to 60” diameter	EA	02 41 00		See above
Clear and grub	AC	31 11 00		1. Clearing areas of trees (averaging 18 inches in diameter or less) by cutting flush with ground level.
				2. Trimming of trees to be left standing.
				3. Clearing areas of other obtrusions/structures.
				4. Grubbing of materials.
				6. Disposal of all materials.
Remove chain link fence, up to 6’ height	LF	02 41 00		1. Disassembly of fence, fabric and accessories.
				2. Removal and disposal of fence fabric, fence posts and concrete footings.
				3. Backfilling of holes with satisfactory material
Remove chain link fence, over 6’ height	LF	02 41 00		See above.
Remove wooden fence, up to 6’ height	LF	02 41 00		1. Disassembly of fence, hardware and accessories.
				2. Removal and disposal of fence, fence posts and concrete footings.
				3. Backfilling of holes with satisfactory material
Remove wooden fence, over 6’ height	LF	02 41 00		See above.
Remove concrete steps	CY	02 41 00		1. Demolition of concrete steps.
				2. Removal and disposal of any handrails or other permanent hardware.
				3. Disposal of all concrete and debris.
				4. Backfilling and compaction of area with satisfactory material.
Remove concrete slab, 4” thick	SF	02 41 00		1. Demolition of concrete slab.
				2. Removal and disposal of all concrete and debris.
				Note: Backfilling and compaction of area with satisfactory material. Covered under separate CLIN
Remove concrete slab, 6” thick	SF	02 41 00		See above.
Remove concrete slab, 8” thick	SF	02 41 00		See above.
Remove concrete foundation wall	CY	02 41 00		1. Demolition of concrete foundation wall.
				2. Removal and disposal of all concrete and debris.
				Note: Assume foundation walls are reinforced
Remove concrete strip footing	CY	02 41 00		1. Demolition of concrete strip footing.
				2. Removal and disposal of all concrete and debris.
				Note: Assume foundation walls are reinforced
Concrete coring, less than 6” diameter	IN	02 41 00		1. Coring through a concrete foundation wall or slab to facilitate the installation of utility stubs.
				2. Grouting around pipe or sleeve after utility installation.
				NOTE: Measurement is based on the depth of the coring in whole inches.
Concrete coring, greater than 6”	IN	02 41 00		See above.
Dispose Government generated waste	CY	01 52 40		1. Loading, hauling and disposing of government generated waste materials.
				Note: Government generated waste materials may consist of non-structural soils, reinforced concrete debris, bituminous pavement waste and debris and the like.
Remove and dispose Asbestos water Pipe	LF	02 82 14		1. Processing of all permits.
				2. Setup/breakdown of any containment or protection required.
				3. Removal of asbestos pipe to include any cutting required.
				4. Packaging, transportation, and disposal of asbestos pipe.
Remove and dispose Asbestos Sewer Pipe	LF	02 82 14		See above
B - EARTHWORK
Excavation, 0’ - 10’	CY	31 00 00		1. Excavation of soil material not defined as ledge or boulder by heavy machinery.
				2. Excavation of soil material not defined as ledge or boulder by hand.
				3. Removal and disposal of unsatisfactory material.
				4. Backfill of excavation with satisfactory material.
				5. Dewatering, shoring and bracing if necessary.
				Note: Initial backfills to include utility pipe bedding and base materials are issued under separate line items.
Excavation, 10’ and deeper	CY	31 00 00		See above.
				Note: Shoring and bracing left in place is issued as a separate line item. Depth is measured from existing grade.
Ledge or boulder removal	CY	31 00 00		1. Excavation of ledge or boulder by blasting or heavy machinery.
				2. Removal and disposal of unsatisfactory material.
				3. Final backfill of excavation with satisfactory material.
				Note: Utility pipe bedding and base materials are issued under separate line items
Fine grading and compaction	SY	32 11 16		1. Fine grading of pavement bases.
		32 11 23		2. Compaction of graded areas.
		32 12 16		Note: 02AD is issued for each layer of different base material.
Subbase	CY	32 11 16		1. Supplying and placing material as defined in the specification.
Sand, utility bedding	CY	33 11 00	Multiple	See above.
		33 40 00
		33 51 15
		33 70 02.00
Sand, screened	CY	31 00 00		See above.
Graded, crushed aggregate base course	CY	32 11 23		See above.
Gravel, pea sized	CY	31 00 00		See above.
Gravel, 3/4 inch crushed	CY	31 00 00		See above.
Gravel, 3/4 inch round stone	CY	31 00 00		See above.
Gravel, 1 1/2 inch stone	CY	31 00 00		See above.
Erosion stone, 6 inch	CY	31 00 00		See above.
Common fill	CY	31 00 00		See above.
C - PAVING
Bituminous concrete binder	TN	32 12 16	1 / C-301	1. Placement of bituminous concrete as defined in the specification, by paver.
			2 / C-301	2. Rolling, back-rolling, proof-rolling and finishing as required.
			1 / C-302
Bituminous concrete top course	TN	32 12 16	1 / C-301	See above.
			2 / C-301
			1 / C-302
Asphalt tack coat	SY	32 12 16	1 / C-301	1. Placing asphaltic tack coat to an existing asphalt or Portland cement surface.
Bituminous concrete sidewalk	SF	2551	9 / C-503	1. Placement of bituminous concrete as defined in the specification.
				2. Compaction and finishing.
Bituminous concrete handicap access ramp	SF	32 12 16	1 / C-503	See above.
Crack repair, type A	LF	32 01 17.16	3 / C-509	1. Removal of existing sealant.
				2. Sawcutting or routing as required.
				3. Sandblasting, waterblasting or otherwise cleaning of crack.
				4. Placing backup material as required.
				5. Placing sealant.
Crack repair, type B	LF	32 01 17.16	4 / C-509	See above.
Install bituminous concrete by handwork	TN	2551	1 / C-503	1. Placement of bituminous concrete as defined in the specification, by hand.
			9 / C-503	2. Rolling, back-rolling, proof-rolling and finishing as required.
D - CONCRETE
Slab on grade, 4” thick	SF	03 15 00.00 10		1. Placing a 6 mil polyethylene vapor barrier
		03 30 00		2. All formwork, preparation, reinforcement and concrete required to construct slab in accordance with details shown on drawings.
				3. Supplying and placing 1/2 inch diameter J-shaped anchors as required.
				4. Finishing of surface as required.
Slab on grade, 6” thick	SF	03 15 00.00 10		See above.
		03 30 00
Strip footing	CY	03 15 00.00 10		1. All formwork, preparation, reinforcement and concrete required to construct strip footing in accordance with details shown on drawings.
		03 30 00		2. Forming of a keyway as shown on details.
				Note: Nominal footing sizes will be 12 inches thick by 24 inches, 36 inches or 48 inches.
Foundation bearing wall	CY	03 15 00.00 10		1. All formwork, preparation, reinforcement and concrete required to construct foundation wall in accordance with details shown on drawings.
		03 30 00		Note: Nominal widths of walls will be 8 inches, 10 inches or 12 inches.
Crack Sealing Concrete	LF	32 01 17.16	3 / C-509	1. Routing and cleaning of cracks as required.
			4 / C-509	2. Placement of suitable crack filler material
				3. Application of asphalt or elastomeric sealant.
Damp-proofing, bituminous, 2 coats	SF			1. Applying cold-applied bituminous emulsion to exterior surfaces of foundation walls in areas shown. Two coats required.
Polystyrene perimeter insulation, 2” thick	SF	03 30 00		1. Installing 2 inch thick rigid polystyrene exterior insulation.
Spall repair	SF	32 01 29.61,		1. Repairing spalled areas of Portland cement concrete pavements.
		03 01 30.71
Popout repair	EA	32 01 29.61,		1. Repairing popouts in Portland cement concrete pavements.
		03 01 30.71
Concrete sidewalk	SF	32 16 13	8 / C-503	1. All formwork, preparation, reinforcement, and concrete required to construct a 4 inch thick concrete sidewalk as shown on drawings.
				2. Broom finishing.
Concrete handicap access ramp	CY	2511	6 / C-503	See above.
Cast-in-place concrete, 2500 psi	CY	03 30 00,		1. All formwork, preparation, reinforcement, and concrete required to construct a concrete structure not defined specifically elsewhere in this bid schedule.
		03 45 00,		Note: Example of applications of CLINs 04AK, 04AL, and 04AM are to construct concrete stairs or a concrete headwall.
		03 15 00.00 10
Cast-in-place concrete, 3000 psi	CY	03 30 00,		See above.
		03 45 00,
		03 15 00.00 10
Cast-in-place concrete, 4000 psi	CY	03 30 00,		See above.
		03 45 00,
		03 15 00.00 10
E - CURBING
Concrete curb, straight	LF	32 16 14	7 / C-503	1. Excavation.
			10 / C-503	2. Subgrade preparation and compaction.
				3. Placement of a 6 inch thick compacted stone base.
				4. Installation of curb unit
				5. Placement of supporting concrete.
				6. Backfilling with satisfactory material.
Concrete curb, radius	LF	32 16 14	7 / C-503	See above.
Concrete curb, storm drain inlet	LF	32 16 14	4 / C-505	See above.
Granite curb, straight	LF	32 16 14	6 / C-503	See above.
			7 / C-503
Granite curb, radius	LF	32 16 14	6 / C-503	See above.
			7 / C-503
Granite curb, storm drain inlet	LF	32 16 14	4 / C-505	See above.
Granite curb, special	LF	32 16 14	7 / C-503	See above.
				Note: Special granite curb is defined as a granite curb stone which requires special cutting to facilitate fitting curb around unmovable appurtenances. Special granite curb will not be issued for diving curb at sidewalk or handicap access ramp intersections or other areas where special cutting is common.
Granite curb, sloped	LF	32 16 14	2 / C-503	See above.
			3 / C-503	Note: Curb shall be installed at a 45 degree slope away from the road.
Remove and reset curbing	LF	32 16 14	2 / C-503	1. Excavation.
			3 / C-503	2. Removal and stockpiling of curb stones, granite or concrete.
			7 / C-503	3. Cleaning of curb stones.
			10 / C-503	4. Subgrade preparation and compaction.
				5. Placement or replacement of 6 inch thick compacted stone base.
				6. Installation of salvaged curb unit.
				7. Placement of supporting concrete.
				8. Backfilling with satisfactory material.
Parking bumper	EA		4 / C-503	1. Installation of 6 foot by 10 inch by 6 inch precast reinforced concrete parking bumper.
				2. Securing parking bumper with #4 rebar driven through predrilled holes.
Bollards, 8” concrete-filled pipe	EA		5 / C-509	1. Excavation of 16 inch diameter by 3 foot deep hole.
				2. Placement of 8 inch steel pipe.
				3. Placement of concrete to a depth of 2 feet in hole around pipe.
				4. Filling of pipe with concrete.
				5. Backfilling hole with satisfactory material.
Repoint granite curbs	LF	32 16 14		1. Removal of loose mortar and or debris from existing joints.
				2. Re-point joints using mortar or other acceptable joint material
Install Security Bollard System	EA			1. Purchase yellow powder coated steel Smith & Wesson Security Solutions (Franklin, TN) removable bollard system or approved equal to include bollard handles, embedment sleeve, flip top cover, lock and other product features shown on S&W installation detail, to include shipping.
				2. Necessary coordination and traffic control during installation
				3. Cut/excavate pavement surface
				4. Excavate hole per attached installation drawing.
				5. Install bollard system per detail to include compacted gravel base, reinforced concrete, flap surface plate and locking mechanism.
				6. Backfill hole with satisfactory compacted material
				7. Repair surface per road surface repair detail
F - WATER
Copper pipe, 1/2” diameter	LF	33 11 00	3 / C-506	1. Placement of copper pipe, associated fittings to include compression joints where required, bolts, tie rods, and all require accessories.
				2. Includes pipe bedding
				3. Connection to other lines as specified.
				4. Installation of plastic marking tape.
				Note: Excavation, backfill with suitable material will be covered under separate line items.
Copper pipe, 3/4” diameter	LF	33 11 00	3 / C-506	See above.
Copper pipe, 1” diameter	LF	33 11 00	3 / C-506	See above.
Copper pipe, 1 1/2” diameter	LF	33 11 00	3 / C-506	See above.
Copper pipe, 2” diameter	LF	33 11 00	3 / C-506	See above.
Service connection, Size<=11/2”	EA	33 11 00	7 / C-506	1. Supplying and installing a saddle, corporation, compression joint and gooseneck as required for the purpose of connecting service lines to water mains.
				2. Tapping into the water main.
				Note: Pipe installation to include all bolts, tie rods, etc.
Service connection, 1-1/2" > Size <= 2 1/2"	EA	033 11 00	7 / C-506	See above
Service connection, Size > 2 1/2"	EA	33 11 00	7 / C-506	See above
Ductile iron pipe, 4” diameter	LF	33 11 00	1 / C-506	1. Placement of ductile iron pipe including pipe bedding, anchor blocks, including bolts, tie rods, and all required accessories.
			3 / C-506	2. Installation of plastic marking tape.
				Note: Excavation, backfill with suitable material will be covered under separate line items.
Ductile iron pipe, 6” diameter	LF	33 11 00	1 / C-506	See above.
			3 / C-506
Ductile iron pipe, 8” diameter	LF	33 11 00	1 / C-506	See above.
			3 / C-506
Ductile iron pipe, 10” diameter	LF	33 11 00	1 / C-506	See above.
			3 / C-506
Ductile iron pipe, 12” diameter	LF	33 11 00	1 / C-506	See above.
			3 / C-506
Ductile iron pipe, 16” diameter	LF	33 11 00	1 / C-506	See above.
			3 / C-506
Hose bib, up to 1 1/2” dia	EA	33 11 00		1. Installation of riser, stem and hydrant valve.
Ball valve, 1/2” to 1” diameter	EA	33 11 00	4 / C-506	1. Installation of ball valve.
Ball valve, 1 1/2” to 2” dia	EA	33 11 00	4 / C-506	See above
Curb stop valve, 3/4” diameter	EA	33 11 00	4 / C-506	1. Installation of curb stop valve.
				2. Installation of casting and cover.
				Note: Does not include excavation and backfill
Curb stop valve, 1” diameter	EA	33 11 00	4 / C-506	See above.
Curb stop valve, 1 1/2” diameter	EA	33 11 00	4 / C-506	See above.
Curb stop valve, 2” diameter	EA	33 11 00	4 / C-506	See above.
Water gate valve, 2” diameter	EA	33 11 00	4 / C-506	1. Installation of iron body water gate valve.
				Note: Does not include excavation and backfill
Water gate valve, 3” diameter	EA	33 11 00	4 / C-506	See above.
Water gate valve, 4” diameter	EA	33 11 00	4 / C-506	See above.
Water gate valve, 6” diameter	EA	33 11 00	4 / C-506	See above.
Water gate valve, 8” diameter	EA	33 11 00	4 / C-506	See above.
Water gate valve, 10” dia	EA	33 11 00	4 / C-506	See above.
Water gate valve, 12” dia	EA	33 11 00	4 / C-506	See above.
Water gate valve, 16” dia	EA	33 11 00	4 / C-506	See above.
Post indicator valve, 6” dia	EA	33 11 00	6 / C-506	1. Installation of post indicator valve.
				Note: Does not include excavation and backfill
Post indicator valve, 8” dia	EA	33 11 00	6 / C-506	See above.
Water gate casting and cover	VF	33 11 00	7 / C-506	1. Installation of properly sized iron water gate casting, all sizes.
				2. Installation of cover with the word “WATER” marked.
Ductile iron fitting, 4” dia	EA	33 11 00		1. Installation of ductile iron fitting with the excluded angle and diameter noted.
Ductile iron fitting, 6” dia	EA	33 11 00		See above.
Ductile iron fitting, 8” dia	EA	33 11 00		See above.
Ductile iron fitting, 10” dia	EA	33 11 00		See above.
Ductile iron fitting, 12” dia	EA	33 11 00		See above.
Ductile iron fitting, 16” dia	EA	33 11 00		See above.
Pipe coupling, 3” diameter	EA	33 11 00		1. Installation of pipe coupling for the purpose of connecting dissimilar pipe materials.
Pipe coupling, 4” diameter	EA	33 11 00		See above.
Pipe coupling, 6” diameter	EA	33 11 00		See above.
Pipe coupling, 8” diameter	EA	33 11 00		See above.
Pipe coupling, 10” diameter	EA	33 11 00		See above.
Pipe coupling, 12” diameter	EA	33 11 00		See above.
Pipe coupling, 16” diameter	EA	33 11 00		See above.
Drill and tap unpressurized main (“dry tap”) <=8”	EA			1. Connecting a new main to an existing main.
				Note: One “dry tap” will be issued when the contractor is required to connect new or repaired water lines to an existing main (up to 16” diameter) when the flow of water in the existing main is temporarily isolated by nearby gate valves. Contractor shall provide all tools and equipment necessary to execute this connection.
Drill and tap unpressurized main (“dry tap”) >8”	EA			See Above
Drill and tap pressurized main (“wet tap”) <=8”	EA			1. Connecting a new main to an existing main.
				Note: One “wet tap” will be issued when the contractor is required to connect new or repaired water lines to an existing main (up to 16” diameter) without interrupting or isolating the flow of water. Contractor shall provide all necessary tools and equipment.
Drill and tap pressurized main (“wet tap”) >8”	EA			See above
Pressure testing, sanitizing and lab analysis	EA	33 11 00		1. Pressure testing of water main connections and fittings.
				2. Sanitizing of repaired or new lengths of pipe.
				3. Laboratory analysis of water.
Fire hydrant	EA	33 11 00	2 / C-506	1. Installation of fire hydrant.
Relocate fire hydrant	EA	33 11 00	2 / C-506	1. Removal of existing fire hydrant.
				2. Replacement of fire hydrant.
				3. Backfilling of hole with satisfactory materials.
6" Fire Hydrant Extension Kit	EA			1. Excavation as required
				2. Isolation of hydrant
				3. Installation of the Hydrant Extension Kit
12” Fire Hydrant Extension Kit	EA			See above
18” Fire Hydrant Extension Kit	EA			See above
24” Fire Hydrant Extension Kit	EA			See above
Temporary By-Pass Piping	LF	33 11 00		1. Complete setup and removal of all piping, valves, fittings and connections.
				2. Any trenching and patching as required by the specifications.
				Note: Pressure testing, sanitizing and lab analysis will be accomplished under a separate CLIN.
G - GAS
Install 1 inch Gas line	LF	33 51 15	8 / C-508	1. Include all pipe, pipe connections, bedding, and marking tape with metal wire,
				Note: Excavation, backfill with suitable material will be covered under separate line items.
Install 2 inch Gas line	LF	33 51 15	8 / C-508	See Above
Install 3 inch Gas line	LF	33 51 15	8 / C-508	See Above
Install 4 inch Gas line	LF	33 51 15	8 / C-508	See Above
Install 6 inch Gas Line	LF	33 51 15	8 / C-508	See Above
Install 1 inch Gas Valve	EA	33 51 15	4 / C-506	See Above
Install 2 inch Gas Valve	EA	33 51 15	4 / C-506	See Above
Install 3 inch Gas Valve	EA	33 51 15	4 / C-506	See Above
Install 4 inch Gas Valve	EA	33 51 15	4 / C-506	See Above
Install 6 inch Gas Valve	EA	33 51 15	4 / C-506	See Above
Install Valve Box	EA	33 51 15	4 / C-506	Valve box with adjustable stem installed at appropriate length
H - SEWER
Clean and inspect sewer lines 12” and under	LF	33 30 00		1. Cleaning sewer lines of all debris and sediments.
				2. Inspect sewer lines by camera.
Clean and inspect sewer lines over 12”	LF	33 30 00		See above.
PVC sewer pipe, 4”	LF	33 30 00	7 / C-505	1. Installation of sewer line including pipe bedding.
				2. Placement of plastic marking tape.
				Note: Excavation, backfill with suitable material will be covered under separate line items.
PVC sewer pipe, 6”	LF	33 30 00	7 / C-505	See above.
PVC sewer pipe, 8”	LF	33 30 00	7 / C-505	See above.
PVC sewer pipe, 10”	LF	33 30 00	7 / C-505	See above.
PVC sewer pipe, 12”	LF	33 30 00	7 / C-505	See above.
PVC sewer pipe, 15”	LF	33 30 00	7 / C-505	See above.
PVC sewer pipe, 18”	LF	33 30 00	7 / C-505	See above.
PVC service connection, 4”	LF	33 30 00	8 / C-504	1. Furnishing PVC sewer lines from buildings to mains.
				2. Connection to building discharge lines and mains.
PVC service connection, 6”	LF	33 30 00	8 / C-504	See above
PVC service connection, 8”	LF	33 30 00	8 / C-504	See above
PVC wye/tee connection, 4”	EA	33 30 00	7 / C-504	1. Furnishing and installing PVC wye or tee-shaped fitting.
PVC wye/tee connection, 6”	EA	33 30 00	7 / C-504	See above
PVC wye/tee connection, 8”	EA	33 30 00	7 / C-504	See above
PVC wye/tee connection, 10”	EA	33 30 00	7 / C-504	See above
PVC wye/tee connection, 12”	EA	33 30 00	7 / C-504	See above
PVC wye/tee connection, 15”	EA	33 30 00	7 / C-504	See above
PVC wye/tee connection, 18”	EA	33 30 00	7 / C-504	See above
PVC chimney, 4”	VF	33 30 00	6 / C-504	1. Installation of vertical piping for chimneys.
PVC chimney, 5”	VF	33 30 00	6 / C-504	See above
PVC chimney, 6”	VF	33 30 00	6 / C-504	See above
Resinous liner, 6”	LF			1. Installation of thermosetting resinous lining inside sewer lines without excavation.
				2. Installation should be per manufacturers instructions.
Resinous liner, 8”	LF			See above.
Resinous liner, 10”	LF			See above.
Resinous liner, 12”	LF			See above.
Resinous liner, 15”	LF			See above.
Resinous liner, 18”	LF			See above.
Pipe Bursting, 6”	LF			1. Replacement of existing sewer lines by pipebursting
Pipe Bursting, 8”	LF			See above
Pipe Bursting, 10”	LF			See above
Pipe Bursting, 12”	LF			See above
Pipe Bursting, 15”	LF			See above
Pipe Bursting, 18”	LF			See above
Drop connection, any size	LF	33 30 00	7 / C-504	1. Construction of a manhole drop connection; Type A, Type B or Type C.
Tree Root Removal	LF	33 30 00		1. Removal and disposal of tree roots
Clean sewer manhole	EA	33 30 00		1. Clean, remove, and dispose of all debris
Repair structure – Trough	EA	33 30 00	10 / C-504	1. Reconstruct troughs within sewer manholes
Sewer Manhole, 4’ diameter	VF	33 30 00	9 / C-504	1. Excavate and prepare the existing subgrade
				2. Installation of prefabricated, cylindrical, reinforced concrete manhole structure.
				3. Installation of vinyl ladder, with reflectorized treads
				4. Includes casting and cover
				5. Includes backfill and compaction as necessary
				Note: Payment for stone base will be issued under a separate line item
Sewer Manhole, 5’ diameter	VF	33 30 00	9 / C-504	See above
Sewer Manhole, 6’ diameter	VF	33 30 00	9 / C-504	See above
J - STORM DRAINAGE
Catchbasin/manhole, 4’ dia	VF	33 40 00	5 / C-505	1. Installation of prefabricated, cylindrical, reinforced concrete manhole or catchbasin structure.
			6 / C-505	2. Installation of vinyl ladder, with reflectorized treads.
				3. Forming of invert if required.
				Note: Payment for stone base will be issued under a separate line item.
Catchbasin/manhole, 5’ dia	VF	33 40 00	5 / C-505	See above
			6 / C-505

Catchbasin/manhole, 6’ dia	VF	33 40 00	5 / C-505	See above
			6 / C-505

Catchbasin casting and cover	EA	33 40 00	1 / C-505	1. Installation of iron casting on prepared brick or mortar bed.
			2 / C-505	2. Installation of iron grated cover.
			3 / C-505
			7 / C-505
			8 / C-505
Manhole casting and cover	EA	33 40 00	See above	1. Installation of iron casting on prepared brick or mortar bed.
				2. Provide iron cover marked with the appropriate utility designation..
Clean and adjust structure	EA	33 40 00	1 / C-505	1. Removal of existing casting and cover.
			2 / C-505	2. Demolition of existing mortar or brick bed.
			3 / C-505	3. Cleaning of hardware.
			7 / C-505	4. Replacement of mortar or brick bed.
			8 / C-505	5. Replacement of casting and cover to new elevation.
Deepen structure	VF	33 40 00	5 / C-505	1. Deepening of precast concrete drainage, sewer or comm/elec manholes and catchbasins.
			6 / C-505
Repair structure	VF	33 40 00	5 / C-505	1. Rebuilding and/or repairing damaged precast concrete or brick drainage, sewer or comm/elec manholes and catchbasins.
			6 / C-505	2. Removing and resetting iron casting and cover.
Reinforced concrete pipe, 12” diameter	LF	33 40 00	7 / C-505	1. Placing reinforced concrete pipe including pipe bedding.
				2. Connection to catchbasins or manholes where required.
				3. Installation of plastic marking tape.
				Note: Excavation, backfill with suitable material will be covered under separate line items.
Reinforced concrete pipe, 18”	LF	33 40 00	7 / C-505	See above.
Reinforced concrete pipe, 24”	LF	33 40 00	7 / C-505	See above.
PVC drain pipe, 6” diameter	LF	33 40 00	7 / C-505	1. Work includes, placing PVC pipe, pipe bedding, and any fittings required.
				2. Connecting to catchbasins or manholes where required.
				3. Installation of plastic marking tape.
				Note: Excavation, backfill with suitable material will be covered under separate line items.
PVC drain pipe, 8” diameter	LF	33 40 00	7 / C-505	See above.
PVC drain pipe, 12” diameter	LF	33 40 00	7 / C-505	See above.
PVC drain pipe, 15” diameter	LF	33 40 00	7 / C-505	See above.
PVC drain pipe, 18” diameter	LF	33 40 00	7 / C-505	See above.
PVC drain pipe, 21” diameter	LF	33 40 00	7 / C-505	See above.
PVC drain pipe, 24” diameter	LF	33 40 00	7 / C-505	See above.
Foundation drain, 4” diameter	LF	33 40 00	8 / C-506	1. Placing perforated PVC or PE foundation drain pipe and any fittings required.
Foundation drain, 6” diameter	LF	33 40 00	8 / C-506	See above.
Foundation drain, 8” diameter	LF	33 40 00	8 / C-506	See above.
Existing storm drain pipe cleaning	LF	33 40 00		1. Removal and disposal of all sediments and debris in drainage ditches, swales, and storm pipes indicated on drawings.
Existing storm structure cleaning	EA	33 40 00		1. Removal and disposal of all sediments and debris in storm structures indicated.
09 ELECTRIC/COMM
Utility conduit, 4” diameter	LF	33 70 02.00 10	1 / C-508	1. Installation of Schedule 40 PVC conduit in locations shown.
			2 / C-508	2. Connection to manholes where indicated.
			3 / C-508	3. Installation of a 1/2 inch diameter pull rope.
				4. Installation of plastic detector tape.
				Note: For Duct Banks the total LF of conduit will be multiplied by the number of conduits in the duct bank. The number of conduits in the duct bank will be specified in the plans.
Conduit stub, 4” diameter	LF	33 70 02.00 10		1. Installation of Schedule 40 PVC conduit stub in a building mechanical room or at the base of an existing utility pole or transformer pad as described below
				2. Installation of a horizontal stub extending 40 inches from the building foundation wall or utility pole.
				3. Installation of a vertical stub extending 2 inches above finished floor elevation in a building or 40 inches at a utility pole.
				4. Installation of a 90 degree sweep with a minimum radius as specified (up to 150 inches.)
				5. Installation of a 1/2 inch diameter pull rope.
				Note: Coring through concrete if required is issued under a separate line item.
Conduit radius sweep, 4” diameter	LF	33 70 02.00 10		1. Installation of bends or sweeps in a conduit run.
				2. Connection to straight runs.
				3. Installation of a 1/2 inch diameter pull rope.
				Note: Where straight conduit runs are not geometrically possible, the contractor will be required to install bends or sweeps in the conduit run.
4”-22 degree bends	EA	33 70 02.00 10		1. Installation of pre-formed bends in a conduit run.
				2. Connection to straight runs.
				3. Installation of a lightweight pull line
				4. Installation of plastic detector tape.
				Note: Where straight conduit runs are not geometrically possible, the contractor will be required to install bends or sweeps in the conduit run.
4”-45 degree bends	EA	33 70 02.00 10		See above
4”-90 degree bends	EA	33 70 02.00 10		See above
Utility Conduit, 2” dia	LF	33 70 02.00 10	1 / C-508	1. Installation of Schedule 40 PVC conduit in locations shown.
			2 / C-508	2. Connection to manholes or handholes where indicated.
			3 / C-508	3. Installation of a lightweight pull string.
				4. Installation of plastic detector tape.
				Note: For Duct Banks the total LF of conduit will be multiplied by the number of conduits in the duct bank. The number of conduits in the duct bank will be specified in the plans.
Conduit radius sweep, 2” diameter	LF	33 70 02.00 10		1. Installation of bends or sweeps in a conduit run.
				2. Connection to straight runs.
				3. Installation of a 1/2 inch diameter pull rope.
				Note: Where straight conduit runs are not geometrically possible, the contractor will be required to install bends or sweeps in the conduit run.
2”-22 degree bends	EA	33 70 02.00 10		1. Installation of pre-formed bends in a conduit run.
				2. Connection to straight runs.
				3. Installation of a lightweight pull line.
				4. Installation of plastic detector tape.
				Note: Where straight conduit runs are not geometrically possible, the contractor will be required to install bends or sweeps in the conduit run.
2”-45 degree bends	EA	33 70 02.00 10		See above
2”-90 degree bends	EA	33 70 02.00 10		See above
4” Conduit Connectors	EA	33 70 02.00 10		1. Preparation of conduit for installation of connectors.
				2. Installation of connectors.
2” Conduit Connectors	EA	33 70 02.00 10		See above
Telephone Manhole	EA	33 70 02.00 10	4 / C-507	1. Installation, grading and compaction of base material.
				2. Installation of a two-piece, prefabricated, reinforced concrete vault type, telephone manhole measuring 5’ by 7’ by 10’ (inside dimensions) complete with frame and cover.
				Note: Excavation is issued under separate line items.
Electric Switch Vault	EA	33 70 02.00 10	1 / C-507	1. Installation, grading and compaction of base material.
				2. Installation of a two-piece, prefabricated, reinforced concrete vault type, telephone manhole measuring 5’ by 7’ by 10’ (inside dimensions) complete with frame and cover.
				Note: Excavation is issued under separate line items.
Electric Manhole	EA	33 70 02.00 10	3 / C-507	1. Installation, grading and compaction of base material.
			1 / E-501	2. Installation of a two-piece, prefabricated, reinforced concrete vault type, telephone manhole measuring 5’ by 7’ by 10’ (inside dimensions) complete with frame and cover.
				Note: Excavation is issued under separate line items.
Conduit Spacers	EA	33 70 02.00 10	5 / C-508	1. Installation of spacers as defined in the specifications.
4” PVC Access Fitting, Type LB	EA	33 70 02.00 10		1. Installation of 4” Access Fitting as defined in the specifications.
2” PVC Access Fitting, Type LB	EA	33 70 02.00 10		1. Installation of 2” Access Fitting as defined in the specifications.
Internal conduit divider, flexible	LF	33 70 02.00 10		1. Installation of flexible (“innerduct”) conduit dividers.
				2. Installation of a lightweight pull line (fish line).
Fiberglass Handhole	EA	33 70 02.00 10		1. Installation, grading and compaction of base material.
				2. Installation of fiberglass handhole.
				Note: Excavation is issued under separate line items.
Handhole, 4’ x 4’ x 4’	EA	33 70 02.00 10	6 / C-508	1. Excavation
				2. Installation, grading and compaction of base material.
				3. Installation of a 4 feet cubical precast concrete handhole.
Concrete encasement	CY	33 70 02.00 10	2 / C-508	1. Encasing conduit or conduit banks in lightly reinforced, 2500 psi concrete.
				2. Providing conduit supports and conduit spacers as required.
Light Pole Base, Raised	EA	26 56 00	4 / E-501	1. Remove existing light pole and light fixture.
				2. Remove existing light pole base.
				3. Install new light pole base.
				4. Re-install light pole and light fixture.
Light Pole Base, Flush	EA	26 56 00	5 / E-501	See above
Lighting Fixture, Direct Arm	EA	26 56 00	1 / E-502	1. Remove existing light fixture
				2. Install replacement light fixture
Lighting Fixture, Adjustable Arm	EA	26 56 00	2 / E-502	See above
Lighting Fixture, Cobrahead	EA	26 56 00	3 / E-502	See above
Lighting Fixture, Post Top	EA	26 56 00	4 / E-502	See above
Light pole, 30’	EA	26 56 00		1. Remove existing light fixture
				2. Remove and dispose of existing light pole
				3. Install new light pole.
				4. Work includes all additional work required for electrical connections and anchoring to existing foundation.
Light Pole, 20’	EA	26 56 00	N/A	See above
Primary Electrical Conduit	LF	33 70 02.00 10	3 / C-508	1. Installation of Schedule 40 PVC conduit in locations shown.
				2. Concrete encasement
				3. Connection to manholes where indicated.
				4. Installation of a 1/2 inch diameter pull rope.
				5. Installation of plastic detector tape.
				Note: For Duct Banks the total LF of conduit will be multiplied by the number of conduits in the duct bank. The number of conduits in the duct bank will be specified in the plans.
L - LANDSCAPING
Loam	CY	32 92 19		1. Placement loam (topsoil) in areas and in thicknesses shown on plans.
Seeding, by hand	SF	32 92 19		1. Preparation of existing topsoil for seed by tilling, grading, raking, compacting and watering where necessary.
				2. Broadcasting seed.
				3. Rolling if required.
				4. Providing erosion control measures where necessary.
				5. Watering and care until full establishment.
Seeding, by hydroseed	SF	32 92 19		See above.
				Note: Spreading will be by hydroseeding
Red Hemlock mulch	CY	32 92 19		1. Spreading Red Hemlock mulch in thicknesses and in areas indicated on drawings.
		32 93 00
Weed check mat	SY	32 92 19		1. Placement of weed check mat.
		32 93 00
Filter fabric	SY	32 92 19	1 / C-501	1. Placement of filter fabric.
		32 93 00
Move shrub, 12” root ball	EA	32 93 00		1. Excavation and removal of planting and surrounding mulch, and backfilling hole with suitable material.
				2. Excavation at new location.
				3. Replacement of planting in new location.
				4. Guying and staking if necessary.
				5. Watering and care until full establishment.
Move shrub, 24” root ball	EA	32 93 00		See above.
Move tree, 36” root ball	EA	32 93 00		See above
Move tree, 60” root ball	EA	32 93 00		See above.
M - FENCING
Chain link fence, vinyl coated, 4’ height	LF	32 31 13	C-502	1. Excavation.
				2. Installation of posts set in concrete.
				3. Installation of rails, tie rods and all accessories required.
				4. Backfilling holes with satisfactory material.
Chain link fence, vinyl coated, 6’ height	LF	32 31 13	C-502	See above.
Chain link fence, vinyl coated, 8’ height	LF	32 31 13	C-502	See above.
Personnel gate, vinyl coated, 4’ height	EA	32 31 13		1. Installation of chain link fence gate for personnel access.
				2. Installation of locking hasp if required
Personnel gate, vinyl coated, 6’ height	EA	32 31 13		See above.
Personnel gate, vinyl coated, 8’ height	EA	32 31 13		See above.
Vehicle gate, vinyl coated, 6’ height	EA	32 31 13		1. Installation of chain link fence gate for vehicle access.
				2. Installation of all hardware to provide swing or travel of gate shown on drawings.
				3. Installation of locking hasp if required
Vehicle gate, 8’ height	EA	32 31 13		See above.
Barbed wire, 3-strand	LF	32 31 13	2 / C-502	1. Installation of an extension on every fence post angled 45 degrees from vertical to the outside of the area to be secured.
				2. Installation of 3 strands of tensioned barbed wire.
Privacy slats	SF	32 31 13		1. Installation of brown flexible plastic privacy slats in an existing chain link fence.
Install Government Furnished Fence, any height	LF	32 31 13	C-502	See CLIN 10AA above.

N - MISCELLANEOUS
Pavement marking, striping	LF	32 17 24.00 10	1 / C-509	1. Painting of a 4 inch wide retro-reflective pavement stripe in the colors and locations shown.
				Note: For 8 inch and 12 inch stripes, double and triple passes will be issued.
Pavement marking, gore	SF	32 17 24.00 10	1 / C-509	1. Painting of 4 inch wide retro-reflective stripes centered 24 inches on center angled 45 degrees from the orientation of the pavement or nearby structure, in the color and location shown.
				2. Painting of a single 4 inch wide perimeter stripe.
Pavement marking, crosswalk	LF	32 17 24.00 10	2 / C-509	1. Painting of two parallel 12 inch wide retro-reflective stripes the full length of the crossing.
				2. Painting of a single 12 inch wide stripe to serve as a stop line, if required.
				Note: Measurement and payment is based on the width of the road as an average length of the crosswalk measured at the location of the crossing.
Pavement marking, handicap logo	EA	32 17 24.00 10	5 / C-509	1. Painting of the standard handicap logo in single 5 inch wide white stripes.
			5 / C-509	2. Logo must be in accordance with MUTCD
				Note: Handicap logo shall cover an area approximately 4 feet square.
Pavement marking, letters	EA	32 17 24.00 10		1. Provide painted letters as shown on the project plans.
				2. Letters must be accordance with MUTCD and the Standard Highway Signs and Markings book.
Pavement marking, turn arrow	EA	32 17 24.00 10		1. Provide painted turn arrows as shown on the project plans.
				2. Letters must be accordance with MUTCD and the Standard Highway Signs and Markings book.
Install traffic sign	EA	10 14 53	5 / C-501	1. Digging 12 inch diameter hole for placement of sign post.
				2. Setting sign post in concrete.
				3. Installation of sheet metal reflectorized traffic sign with indicated message.
				4. All traffic controls signs must comply with the most current version of the MUTCD.
				Note: Maximum sign size will be 3 feet by 3 feet.
Install government-furnished sign	EA	10 14 53	5 / C-501	1. Digging 12 inch diameter hole for placement of sign post.
				2. Setting sign post in concrete.
				3. Installation of government-furnished sheet metal traffic sign.
Remove and reset sign	EA	10 14 53	5 / C-501	1. Removal of existing sign, post and concrete footing.
				2. Backfilling of hole with satisfactory material.
				3. Installation of sign as described above in location indicated.
Metal guardrail	LF	32 31 40	3 / C-501	1. Excavation.
				2. Setting posts in concrete.
				3. Installation of metal guardrail and accessories.
Timber guardrail	LF	32 31 40	2 / C-501	1. Excavation.
				2. Setting posts in concrete.
				3. Installation of wooden guardrail and accessories.
Handrails	LF			1. Installation of handrails as required.
Staked siltation barrier/fence with hay bales	LF	31 32 11	4 / C-501	1. Providing and maintaining a staked plastic siltation/filter fabric barrier.
				2. Providing and maintaining staked hay bales.
Miscellaneous labor	MH			1. Performance of miscellaneous job tasks not covered in specific line items, but within the general scope of this contract and in support of specified line items but only as directed by the Contracting Officer.
				Note: Issue is based on the estimated time in MAN-HOURS required to complete the job tasks.
Security Escorts	MH			1. Providing security escorts work within restricted areas.
				Note: This line item only applies to work being performed in specific areas on Cape Cod Air Force Station.
Surveying	MH			1. Surveying to verify existing topography where this information is not otherwise provided by the Government, but only when directed by the Contracting Officer.
				Note: Issue is based on the estimated time in MAN-HOURS required to complete the in-field survey work.
Emergency Repairs, 5 Man Crew, Premium Time	CH			1. Providing labor for emergency repairs during premium time. The crew also consists of 1 Super, 1 operator, 1 truck driver, and 2 laborers. This also includes equipment mobilization.
Sheeting/shoring left in place	SF			1. Self explanatory.

&"Arial,Bold"&14Sitework and Paving IDIQ &D &"Arial,Bold"&14FY2015 Contract (5 Year Ordering Period) Period 01 - 15 Sep 15 - 30 Sep 16

&"Arial,Regular"&12&D, &T &"Arial,Regular"&12&F, &A &"Arial,Regular"&12&P of &N

BID (1)

	Sub Sch	Line No.	Description	Estimated Quantity	U/M	Unit
Price	Total

A - DEMOLITION
A	A01	Cold planing	340	SY
A	A02	Curbing removal	500	LF
A	A03	Remove bituminous concrete	500	TN
A	A04	Bituminous concrete reclamation	3,500	SY
A	A05	Sawcutting, bituminous	16,000	LF
A	A06	Sawcutting, includes all reinforcement	180	LF
A	A07	Remove brick pavers	180	SF
A	A08	Pavement marking removal	5,900	SF
A	A09	Remove tree and stump, up to 7" dia	1	EA
A	A10	Remove tree and stump, 8" to 11" dia	1	EA
A	A11	Remove tree and stump, 12" to 23" dia	1	EA
A	A12	Remove tree and stump, 24" to 35" dia	1	EA
A	A13	Remove tree and stump, 37" to 60" dia	1	EA
A	A14	Clear and grub	1	AC
A	A15	Remove chain link fence	84	LF
A	A16	Remove wooden fence	84	LF
A	A17	Remove concrete steps	8	CY
A	A18	Remove concrete slab	8	CY
A	A19	Remove Ducile Iron Pipe	17	LF
A	A20	Remove Copper Pipe	34	LF
A	A21	Remove PVC Pipe	34	LF
A	A22	Remove Cast Iron Pipe	4,500	LF
A	A23	Remove Concrete Pipe	50	LF
A	A24	Remove concrete foundation wall	17	CY
A	A25	Remove concrete strip footing	17	CY
A	A26	Concrete coring	8	IN
A	A27	Dispose Government generated waste	34	CY
A	A28	Remove/Dispose Asbestos Pipe	800	LF
B - EARTHWORK
B	B01	Excavation, 0' - 10'	14,400	CY
B	B02	Excavation, 10' and deeper	170	CY
B	B03	Ledge or boulder removal	250	CY
B	B04	Fine grading and compaction	79,554	SY
B	B05	Subbase	7,900	CY
B	B06	Sand, Utility Bedding	142	CY
B	B07	Sand Screened	50	CY
B	B08	Graded crushed aggregate base course	50	CY
B	B09	Gravel, pea sized	50	CY
B	B10	Gravel, 3/4 inch crushed	906	CY
B	B11	Gravel, 3/4 inch round	50	CY
B	B12	Gravel, 1 1/2 inch stone	50	CY
B	B13	Erosion stone, 6 inch	34	CY
B	B14	Common fill	500	CY
C - PAVING
C	C01	Bituminous concrete binder	4,100	TN
C	C02	Bituminous concrete top course	4,100	TN
C	C03	Asphalt tack coat	9,390	SY
C	C04	Bituminous concrete sidewalk	500	SF
C	C05	Bituminous concrete handicap access ramp	84	SF
C	C06	Crack repair	340	LF
C	C07	Install bituminous concrete by handwork	68	TN
C	C08	Install Brick Pavers	100	SF
C	C09	ADA Dectable Warning Mat	7	EA
D - CONCRETE
D	D01	Slab on grade	54	CY
D	D02	Strip footing	54	CY
D	D03	Foundation bearing wall	84	CY
D	D04	Crack sealing concrete	84	LF
D	D05	Damp-proofing, bitumonous, 2 coasts	340	SF
D	D06	Spall repair	170	SF
D	D07	Popout repair	2	EA
D	D08	Concrete sidewalk	500	SF
D	D09	Concrete handicap access ramp	2	CY
D	D10	Cast-in-place concrete, 2500 psi	17	CY
D	D11	Cast-in-place concrete, 3000 psi	17	CY
D	D12	Cast-in-place concrete, 4000 psi	17	CY
E - CURBING
E	E01	Concrete curb, straight	420	LF
E	E02	Concrete curb, radius	84	LF
E	E03	Concrete curb, storm drain inlet	84	LF
E	E04	Granite curb, straight	1,700	LF
E	E05	Granite curb, radius	250	LF
E	E06	Granite curb, storm drain inlet	84	LF
E	E07	Granite curb, special	420	LF
E	E08	Granite curb, sloped	420	LF
E	E08	Remove and reset curbing	11,840	LF
E	E09	Parking Bumper	3	EA
E	E10	Bollard, 8" concrete-filled pipe	2	EA
E	E11	Repoint Granite Curbs	340	LF
E	E12	Installation of Bollard System	50	EA
F - WATER
F	F01	Copper pipe, 1/2" diameter	170	LF
F	F02	Copper pipe, 3/4" diameter	170	LF
F	F03	Copper pipe, 1" diameter	170	LF
F	F04	Copper pipe, 1 1/2" diameter	170	LF
F	F05	Copper pipe, 2" diameter	170	LF
F	F06	Service connection, Size <= 1 1/2"	1	EA
F	F07	Service connection, >1-1/2"	1	EA
F	F08	Ductile iron pipe, 4" diameter	34	LF
F	F09	Ductile iron pipe, 6" diameter	34	LF
F	F10	Ductile iron pipe, 8" diameter	5,340	LF
F	F11	Ductile iron pipe, 10" diameter	84	LF
F	F12	Ductile iron pipe, 12" diameter	50	LF
F	F13	Ductile iron pipe, 16" diameter	36	LF
F	F14	Hose bib, up to 1 1/2" diameter	2	EA
F	F15	Ball valve, 1/2" to 1" diameter	2	EA
F	F16	Ball valve, 1 1/2" to 2" diameter	2	EA
F	F17	Curb stop valve, 3/4" diameter	2	EA
F	F18	Curb stop valve, 1" diameter	2	EA
F	F19	Curb stop valve, 1 1/2" diameter	2	EA
F	F20	Curb stop valve, 2" diameter	2	EA
F	F21	Water gate valve, 2" diameter	2	EA
F	F22	Water gate valve, 3" diameter	2	EA
F	F23	Water gate valve, 4" diameter	2	EA
F	F24	Water gate valve, 6" diameter	2	EA
F	F25	Water gate valve, 8" diameter	2	EA
F	F26	Water gate valve, 10" diameter	2	EA
F	F27	Water gate valve, 12" diameter	2	EA
F	F28	Water gate valve, 16" diameter	2	EA
F	F29	Post indicator valve, 6" diameter	2	EA
F	F30	Post indicator valve, 8" diameter	2	EA
F	F31	Water gate casting and cover	84	VF
F	F32	Ductile iron fitting, 4" diameter	2	EA
F	F33	Ductile iron fitting, 6" diameter	4	EA
F	F34	Ductile iron fitting, 8" diameter	4	EA
F	F35	Ductile iron fitting, 10" diameter	4	EA
F	F36	Ductile iron fitting, 12" diameter	2	EA
F	F37	Ductile iron fitting, 16" diameter	2	EA
F	F38	Pipe coupling, 3" dia	2	EA
F	F39	Pipe coupling, 3" dia	2	EA
F	F40	Pipe coupling, 4" dia	2	EA
F	F41	Pipe coupling, 6" dia	2	EA
F	F42	Pipe coupling, 8" dia	2	EA
F	F43	Pipe coupling, 10" dia	2	EA
F	F44	Pipe coupling, 12" dia	2	EA
F	F45	Pipe coupling, 16" dia	2	EA
F	F46	Drill and tap unpressurized main ("dry tap")	2	EA
F	F47	Drill and tap pressurized main ("wet tap") <=8"	2	EA
F	F48	Drill and tap pressurized main ("wet tap") > 8"	2	EA
F	F49	Pressure testing, sanitizing and lab analysis	3	EA
F	F50	Fire hydrant	2	EA
F	F51	Relocate fire hydrant	2	EA
F	F52	6" Fire Hydrant Extension Kit	2	EA
F	F53	12" Fire Hydrant Extension Kit	2	EA
F	F54	18" Fire Hydrant Extension Kit	2	EA
F	F55	24" Fire Hydrant Extension Kit	2	EA
F	F56	Temporary By-Pass Piping	600	LF
G - GAS
G	G01	Install 1 inch Gas Line	56	LF
G	G02	Install 2 inch Gas Line	56	LF
G	G03	Install 3 inch Gas Line	56	LF
G	G04	Install 4 inch Gas Line	56	LF
G	G05	Install 6 inch Gas Line	17	LF
G	G06	Install 1 inch Gas Valve	2	EA
G	G07	Install 2 inch Gas Valve	2	EA
G	G08	Install 3 inch Gas Valve	2	EA
G	G09	Install 4 inch Gas Valve	2	EA
G	G10	Install 6 inch Gas Valve	2	EA
G	G11	Install Valve Box	2	EA
H - SEWER
H	H01	Clean and inspect sewer lines 12" and under	340	LF
H	H02	Clean and inspect sewer lines over 12"	340	LF
H	H03	PVC sewer pipe, 4"	84	LF
H	H04	PVC sewer pipe, 6"	84	LF
H	H05	PVC sewer pipe, 8"	170	LF
H	H06	PVC sewer pipe, 10"	50	LF
H	H07	PVC sewer pipe, 12"	50	LF
H	H08	PVC sewer pipe, 15"	56	LF
H	H09	PVC sewer pipe, 18"	56	LF
H	H10	PVC service connection, 4"	2	LF
H	H11	PVC service connection, 6"	2	LF
H	H12	PVC service connection, 8"	2	LF
H	H13	PVC wye/tee connection, 4"	2	EA
H	H14	PVC wye/tee connection, 6"	2	EA
H	H15	PVC wye/tee connection, 8"	2	EA
H	H16	PVC wye/tee connection, 10"	2	EA
H	H17	PVC wye/tee connection, 12"	2	EA
H	H18	PVC wye/tee connection, 15"	1	EA
H	H19	PVC wye/tee connection, 18"	1	EA
H	H20	PVC Chimney, 4"	9	VF
H	H21	PVC Chimney, 5"	9	VF
H	H22	PVC Chimney, 6"	9	VF
H	H23	Resinous liner, 6"	84	LF
H	H24	Resinous liner, 8"	84	LF
H	H25	Resinous liner, 10"	84	LF
H	H26	Resinous liner, 12"	84	LF
H	H27	Resinous liner, 15"	50	LF
H	H28	Resinous liner, 18"	50	LF
H	H29	Pipe bursting, 6"	50	LF
H	H30	Pipe bursting, 8"	84	LF
H	H31	Pipe bursting, 10"	84	LF
H	H32	Pipe bursting, 12"	84	LF
H	H33	Pipe bursting, 15"	56	LF
H	H34	Pipe bursting, 18"	17	LF
H	H35	Drop connection, any size	8	LF
H	H36	Tree root removal	170	LF
H	H37	Clean sewer manhole	7	EA
H	H38	Repair structure - trough	7	EA
H	H39	Sewer manhole, 4' diameter	20	VF
H	H40	Sewer manhole, 5' diameter	20	VF
H	H41	Sewer manhole, 6' diameter	20	VF
H	H42	Sanitary Sewer Cleanout	4	EA
J - STORM DRAINAGE
J	J01	Catchbasin/manhole, 4' diameter	20	VF
J	J02	Catchbasin/manhole, 5' diameter	20	VF
J	J03	Catchbasin/manhole, 6' diameter	20	VF
J	J04	Catchbasin casting and cover	4	EA
J	J05	Manhole casting and cover	4	EA
J	J06	Clean and adjust structure	4	EA
J	J07	Deepen structure	4	VF
J	J08	Repair structure	4	VF
J	J09	Reinforced concrete pipe, 12" dia	54	LF
J	J10	Reinforced concrete pipe, 18" dia	54	LF
J	J11	Reinforced concrete pipe, 24" dia	54	LF
J	J12	PVC drain pipe, 6" dia	54	LF
J	J13	PVC drain pipe, 8" dia	54	LF
J	J14	PVC drain pipe, 12" dia	54	LF
J	J15	PVC drain pipe, 15" dia	54	LF
J	J16	PVC drain pipe, 18" dia	54	LF
J	J17	PVC drain pipe, 21" dia	54	LF
J	J18	PVC drain pipe, 24" dia	54	LF
J	J19	Foundation drain, 4” diameter	37	LF
J	J20	Foundation drain, 6” diameter	37	LF
J	J21	Foundation drain, 8” diameter	37	LF
J	J22	Existing storm drain pipe cleaning	50	LF
J	J23	Existing storm structure cleaning	2	EA
J	J24	Wattles	524	LF
K - ELECTRICAL AND COMMUNICATIONS
K	K01	Utility conduit, 4” diameter	340	LF
K	K02	Conduit stub, 4” diameter	37	LF
K	K03	Conduit radius sweep, 4” diameter	37	LF
K	K04	4"-22 degree bends	9	EA
K	K05	4"-45 degree bends	9	EA
K	K06	4"-90 degree bends	9	EA
K	K07	Utility conduit, 2” diameter	340	LF
K	K08	Conduit radius sweep, 2” diameter	170	LF
K	K09	2" bends	250	EA
K	K10	Conduit Connectors	250	EA
K	K11	Telephone Manhole	2	EA
K	K12	Electric Switch Vault	2	EA
K	K13	Electric Manhole	2	EA
K	K14	Conduit Spacers	840	EA
K	K15	4" PVC Access Fitting, Type LB	5	EA
K	K16	2" PVC Access Fitting, Type LB	4	EA
K	K17	Internal conduit divider, flexible	84	LF
K	K18	Fiberglass Handhole	4	EA
K	K19	Handhole, 4’ x 4’ x 4’	2	EA
K	K20	Concrete encasement	2	CY
K	K21	Light Pole Base	9	EA
K	K22	Lighting Fixture, Direct Arm	9	EA
K	K23	Lighting Fixture, Adjustable Arm	9	EA
K	K24	Lighting Fixture, Cobrahead	9	EA
K	K25	Lighting Fixture, Post Top	9	EA
K	K26	Light pole, 30'	9	EA
K	K27	Light Pole, 20'	9	EA
K	K28	LED type A lighting fixture	2	EA
K	K29	LED type A2 lighting fixture	2	EA
K	K30	LED type B lighting fixture	2	EA
K	K31	LED type B2 lighting fixture	2	EA
K	K32	LED type C lighting fixture	2	EA
K	K33	LED type D lighting fixture	2	EA
K	K33	LED type E lighting fixture	2	EA
K	K34	LED type G lighting fixture	2	EA
K	K35	LED type K lighting fixture	2	EA
K	K36	LED type M lighting fixture	2	EA
K	K37	LED type W lighting fixture	2	EA
K	K38	LED type BN lighting fixture	2	EA
K	K38	LED type EN lighting fixture	2	EA
K	K40	LED type GN lighting fixture	2	EA
K	K41	LED type LN lighting fixture	2	EA
K	K42	LED type DN lighting fixture	2	EA
K	K50	Light Pole, 10'	2	EA
K	K43	Light Pole, 20' for DN fixture	2	EA
K	K44	Light Pole 30'	2	EA
K	K45	Provide #2 THWN copper conductors	2	EA
K	K46	Provide #6 THWN copper equipment ground conductors	2	EA
K	K47	Remove and Reset Light Pole Fixtures	1	EA
K	K48	Photo Sensor	1	EA
K	K49	Wiring for New Conduits	140	LF
L - LANDSCAPING
L	L01	Loam	120	CY
L	L02	Seeding, by hand	7,067	SF
L	L03	Seeding, by hydroseed	500	SF
L	L04	Red Hemlock mulch	9	CY
L	L05	Weed check mat	37	SY
L	L06	Filter fabric	37	SY
L	L07	Move shrub, 12" root ball	2	EA
L	L08	Move shrub, 24" root ball	2	EA
L	L09	Move tree, 36" root ball	2	EA

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 Nov 14, 2017.