Paving_IDIQ_Bid_Schedule_(BID_-_Line_Items)_-_14_Aug_15.pdf

Sitework and Paving IDIQ 8/14/2015

FY2015 Contract (5 Year Ordering Period) Period 01 - 15 Sep 15 - 30 Sep 16

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.

1. Excavating sufficient soil to facilitate removal.

2. Removal and disposal of curbing.

3. Removal and disposal of any existing concrete footings.

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.

1. Removal of pavement markings.

2. Cleaning area of debris.

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

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.

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.

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.

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.

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.

1. Demolition of concrete foundation wall.

2. Removal and disposal of all concrete and debris.

Note: Assume foundation walls are reinforced

1. Demolition of concrete strip footing.

2. Removal and disposal of all concrete and debris.

Note: Assume foundation walls are reinforced

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.

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.

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

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.

See above.

Note: Shoring and bracing left in place is issued as a separate line item. Depth is measured from existing grade.

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

32 11 16 1. Fine grading of pavement bases.

32 11 23 2. Compaction of graded areas.

Ledge or boulder removal CY 31 00 00

Fine grading and compaction SY

Excavation, 0’ - 10’ CY 31 00 00

Excavation, 10’ and deeper CY 31 00 00

Dispose Government generated waste CY 01 52 40

Remove and dispose Asbestos water Pipe LF 02 82 14

Remove concrete slab, 4” thick SF 02 41 00

Remove concrete foundation wall CY 02 41 00

CONTRACT ITEM DESCRIPTIONS

Curbing removal LF 02 41 00

Remove wooden fence, up to 6’ height LF 02 41 00

Clear and grub AC 31 11 00

Remove chain link fence, up to 6’ height LF 02 41 00

Remove bituminous concrete TN 02 41 00

Pavement marking, removal SF 02 41 00

Remove tree and stump, up to 7” diameter EA 02 41 00

Remove concrete steps CY 02 41 00

Remove concrete strip footing CY 02 41 00

Concrete coring, less than 6” diameter IN 02 41 00

8/14/2015, 10:11 AM Paving IDIQ Bid Schedule (Line Items) - 14 Aug 15.xlsx, Descriptions 1 of 39

FY2015 Contract (5 Year Ordering Period) Period 01 - 15 Sep 15 - 30 Sep 16

Item Unit Specification

Section Drawing

Reference Description

CONTRACT ITEM DESCRIPTIONS

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.

33 11 00 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

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 1 / C-301 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.

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.

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.

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

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.

03 15 00.00 10 03 30 00

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.

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.

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.

32 01 29.61, 03 01 30.71

32 01 29.61, 03 01 30.71

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.

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 03 30 00, 03 45 00,Cast-in-place concrete, 3000 psi CY See above.

Concrete sidewalk SF 32 16 13 8 / C-503

Cast-in-place concrete, 2500 psi CY

Spall repair SF 1. Repairing spalled areas of Portland cement concrete pavements.

Popout repair EA 1. Repairing popouts in Portland cement concrete pavements.

Foundation bearing wall CY

Crack Sealing Concrete LF 32 01 17.16

Slab on grade, 6” thick SF See above.

Strip footing CY

Install bituminous concrete by handwork TN 2551

Slab on grade, 4” thick SF

Bituminous concrete sidewalk SF 2551 9 / C-503

Crack repair, type A LF 32 01 17.16 3 / C-509

Sand, utility bedding CY Multiple

Bituminous concrete top course TN 32 12 16

See above.

Bituminous concrete binder TN 32 12 16

See above.

8/14/2015, 10:11 AM Paving IDIQ Bid Schedule (Line Items) - 14 Aug 15.xlsx, Descriptions 2 of 39

FY2015 Contract (5 Year Ordering Period) Period 01 - 15 Sep 15 - 30 Sep 16

Item Unit Specification

Section Drawing

Reference Description

CONTRACT ITEM DESCRIPTIONS

03 15 00.00 10 03 30 00, 03 45 00, 03 15 00.00 10

E - CURBING

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.

6 / C-503

7 / C-503

6 / C-503

7 / C-503 Granite curb, storm drain inlet LF 32 16 14 4 / C-505 See above.

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.

2 / C-503 See above.

3 / C-503 Note: Curb shall be installed at a 45 degree slope away from the road.

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.

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.

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.

1. Removal of loose mortar and or debris from existing joints.

2. Re-point joints using mortar or other acceptable joint material

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

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.

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

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.

1 / C-506

3 / C-506

See above.

Ductile iron pipe, 4” diameter LF 33 11 00

Ductile iron pipe, 6” diameter LF 33 11 00

Copper pipe, 1/2” diameter LF 33 11 00 3 / C-506

Service connection, Size<=11/2” EA 33 11 00 7 / C-506

Repoint granite curbs LF 32 16 14

Install Security Bollard System EA

Parking bumper EA 4 / C-503

Bollards, 8” concrete-filled pipe EA 5 / C-509

Granite curb, sloped LF 32 16 14

Remove and reset curbing LF 32 16 14

See above.

Granite curb, radius LF 32 16 14 See above.

Granite curb, special LF 32 16 14 7 / C-503

Concrete curb, straight LF 32 16 14

Granite curb, straight LF 32 16 14

Cast-in-place concrete, 4000 psi CY See above.

8/14/2015, 10:11 AM Paving IDIQ Bid Schedule (Line Items) - 14 Aug 15.xlsx, Descriptions 3 of 39

FY2015 Contract (5 Year Ordering Period) Period 01 - 15 Sep 15 - 30 Sep 16

Item Unit Specification

Section Drawing

Reference Description

CONTRACT ITEM DESCRIPTIONS

1 / C-506

3 / C-506

1 / C-506

3 / C-506

1 / C-506

3 / C-506

1 / C-506

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

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.

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.

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.

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.

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

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

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.

1. Removal of existing fire hydrant.

2. Replacement of fire hydrant.

3. Backfilling of hole with satisfactory materials.

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

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.

6" Fire Hydrant Extension Kit EA

Temporary By-Pass Piping LF 33 11 00

Pressure testing, sanitizing and lab analysis EA 33 11 00

Relocate fire hydrant EA 33 11 00 2 / C-506

Drill and tap unpressurized main (“dry tap”) <=8” EA

Drill and tap pressurized main (“wet tap”) <=8” EA

Post indicator valve, 6” dia EA 33 11 00 6 / C-506

Water gate casting and cover VF 33 11 00 7 / C-506

Curb stop valve, 3/4” diameter EA 33 11 00 4 / C-506

Water gate valve, 2” diameter EA 33 11 00 4 / C-506

Ductile iron pipe, 12” diameter LF 33 11 00 See above.

Ductile iron pipe, 16” diameter LF 33 11 00 See above.

Ductile iron pipe, 8” diameter LF 33 11 00 See above.

Ductile iron pipe, 10” diameter LF 33 11 00 See above.

8/14/2015, 10:11 AM Paving IDIQ Bid Schedule (Line Items) - 14 Aug 15.xlsx, Descriptions 4 of 39

FY2015 Contract (5 Year Ordering Period) Period 01 - 15 Sep 15 - 30 Sep 16

Item Unit Specification

Section Drawing

Reference Description

CONTRACT ITEM DESCRIPTIONS

G - GAS

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

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.

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.

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

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

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

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.

5 / C-505 6 / C-505

5 / C-505 6 / C-505

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-505Catchbasin casting and cover EA 33 40 00

Catchbasin/manhole, 5’ dia VF 33 40 00 See above

Catchbasin/manhole, 6’ dia VF 33 40 00 See above

Sewer Manhole, 4’ diameter VF 33 30 00 9 / C-504

Catchbasin/manhole, 4’ dia VF 33 40 00

7 / C-505

PVC service connection, 4” LF 33 30 00 8 / C-504

Resinous liner, 6” LF

PVC sewer pipe, 4” LF 33 30 00

Install 1 inch Gas line LF 33 51 15 8 / C-508

Clean and inspect sewer lines 12” and under LF 33 30 00

8/14/2015, 10:11 AM Paving IDIQ Bid Schedule (Line Items) - 14 Aug 15.xlsx, Descriptions 5 of 39

FY2015 Contract (5 Year Ordering Period) Period 01 - 15 Sep 15 - 30 Sep 16

Item Unit Specification

Section Drawing

Reference Description

CONTRACT ITEM DESCRIPTIONS

7 / C-505 8 / C-505

1. Installation of iron casting on prepared brick or mortar bed.

2. Provide iron cover marked with the appropriate utility designation..

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.

5 / C-505

6 / C-505

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.

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.

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

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.

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.

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.

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

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.

4”-22 degree bends EA 33 70 02.00 10

Utility Conduit, 2” dia LF 33 70 02.00 10

Conduit stub, 4” diameter LF 33 70 02.00 10

Conduit radius sweep, 4” diameter LF 33 70 02.00 10

PVC drain pipe, 6” diameter LF 33 40 00 7 / C-505

Utility conduit, 4” diameter LF 33 70 02.00 10

1. Deepening of precast concrete drainage, sewer or comm/elec manholes and catchbasins.

Repair structure VF 33 40 00

Reinforced concrete pipe, 12” diameter LF 33 40 00 7 / C-505

See above

Clean and adjust structure EA 33 40 00

Deepen structure VF 33 40 00

Manhole casting and cover EA 33 40 00

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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.

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.

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

1. Preparation of conduit for installation of connectors.

2. Installation of connectors.

2” Conduit Connectors EA 33 70 02.00 10 See above

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.

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.

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.

1. Installation of flexible (“innerduct”) conduit dividers.

2. Installation of a lightweight pull line (fish line).

1. Installation, grading and compaction of base material.

2. Installation of fiberglass handhole.

Note: Excavation is issued under separate line items.

1. Excavation

2. Installation, grading and compaction of base material.

3. Installation of a 4 feet cubical precast concrete handhole.

1. Encasing conduit or conduit banks in lightly reinforced, 2500 psi concrete.

2. Providing conduit supports and conduit spacers as required.

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

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

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

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.

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.

See above.

Note: Spreading will be by hydroseeding

Seeding, by hand SF 32 92 19

Seeding, by hydroseed SF 32 92 19

Light pole, 30’ EA 26 56 00

Primary Electrical Conduit LF 33 70 02.00 10 3 / C-508

Light Pole Base, Raised EA 26 56 00 4 / E-501

Lighting Fixture, Direct Arm EA 26 56 00 1 / E-502

Handhole, 4’ x 4’ x 4’ EA 33 70 02.00 10 6 / C-508

Concrete encasement CY 33 70 02.00 10 2 / C-508

Internal conduit divider, flexible LF 33 70 02.00 10

Fiberglass Handhole EA 33 70 02.00 10

Electric Switch Vault EA 33 70 02.00 10 1 / C-507

Electric Manhole EA 33 70 02.00 10

4” Conduit Connectors EA 33 70 02.00 10

Telephone Manhole EA 33 70 02.00 10 4 / C-507

Conduit radius sweep, 2” diameter LF 33 70 02.00 10

2”-22 degree bends EA 33 70 02.00 10

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32 92 19

32 93 00

32 92 19

32 93 00

32 92 19

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

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.

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.

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.

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.

N - MISCELLANEOUS

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.

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.

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.

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.

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.

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.

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.

1. Digging 12 inch diameter hole for placement of sign post.

Pavement marking, turn arrow EA 32 17 24.00 10

Install traffic sign EA 10 14 53 5 / C-501

Pavement marking, handicap logo EA 32 17 24.00 10

Pavement marking, letters EA 32 17 24.00 10

Pavement marking, gore SF 32 17 24.00 10 1 / C-509

Pavement marking, crosswalk LF 32 17 24.00 10 2 / C-509

Install Government Furnished Fence, any height LF 32 31 13 C-502 See CLIN 10AA above.

Pavement marking, striping LF 32 17 24.00 10 1 / C-509

Vehicle gate, vinyl coated, 6’ height EA 32 31 13

Barbed wire, 3-strand LF 32 31 13 2 / C-502

Chain link fence, vinyl coated, 4’ height LF 32 31 13 C-502

Personnel gate, vinyl coated, 4’ height EA 32 31 13

Filter fabric SY 1 / C-501 1. Placement of filter fabric.

Move shrub, 12” root ball EA 32 93 00

Red Hemlock mulch CY 1. Spreading Red Hemlock mulch in thicknesses and in areas indicated on drawings.

Weed check mat SY 1. Placement of weed check mat.

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2. Setting sign post in concrete.

3. Installation of government-furnished sheet metal traffic sign.

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.

1. Excavation.

2. Setting posts in concrete.

3. Installation of metal guardrail and accessories.

1. Excavation.

2. Setting posts in concrete.

3. Installation of wooden guardrail and accessories.

Handrails LF 1. Installation of handrails as required.

1. Providing and maintaining a staked plastic siltation/filter fabric barrier.

2. Providing and maintaining staked hay bales.

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.

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.

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.

Security Escorts MH

Surveying MH

Staked siltation barrier/fence with hay bales LF 31 32 11 4 / C-501

Miscellaneous labor MH

Metal guardrail LF 32 31 40 3 / C-501

Timber guardrail LF 32 31 40 2 / C-501

Install government-furnished sign EA 10 14 53 5 / C-501

Remove and reset sign EA 10 14 53 5 / C-501

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(Contractor)

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 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 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 D01 Slab on grade 54 CY D D02 Strip footing 54 CY D D03 Foundation bearing wall 84 CY

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A - DEMOLITION

B - EARTHWORK

C - PAVING

D - CONCRETE

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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 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 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

E - CURBING

F - WATER

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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 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 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

G - GAS

H - SEWER

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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 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 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

J - STORM DRAINAGE

K - ELECTRICAL AND COMMUNICATIONS

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K K14 Conduit Spacers 840 EA K K15 4" PVC…