25_003_Addendum_1.pdf

F I N A N C E

P.O. BOX 447 ALBANY, GA 31702 | PHONE: 229.431.3211 | FAX: 229.431.2184 | www.albanyga.gov

07/25/2024

TO: All Potential Bidders

SUBJECT: Pump Station 50

Bid Ref. #25-003

Bid Opening Date & Time: July 30, 2024 @ 2:30 p.m.

ADDENDUM NO. 1

The items contained in this addendum are added to and/or deleted from and become part of the specifications and proposal documents for the above-referenced Invitation to Bid. Bidders must acknowledge receipt of the Addendum on the Addendum Acknowledgement Form, located in the invitation to bid, when the bids are submitted.

PERTAINING TO THE FRONT-END DOCUMENTS

ITEM 1: Regarding bypass pumping during the replacement of the force main.

The Bid Form has been modified to include Items 32 and 33 in Section C, Temporary Bypass Pumping Setup and Temporary Bypass Pumping Operation. Subsequent items have been renumbered. The revised Bid Form is attached to this document.

PERTAINING TO THE TECHNICAL SPECIFICATIONS

ITEM 1: Section 01 20 00 – Measurement and Payment, bypass pumping set up and operation have been added as items in the Bid Items section.

Bypass pumping has been removed under Item 22: 30-inch C900 PVC DR25 Including Fittings. Bypass pumping has been added and addressed under Item 32: Temporary Bypass Pumping Setup and Item 33:

Temporary Bypass Pumping Operation. Items 34-56 have been renumbered. The revised Measurement and Payment section, with tracked changes shown, is attached to this document.

QUESTIONS & ANSWERS

1. Question: Can you provide the list of plan holders for this project?

Response: The plan holders list as of 7/19/2024 is included below.

http://www.albanyga.gov/

2. Question: Is there a manufacturer that is preferred or basis of design for this project?

Response: There is no preferred manufacturer. See Part 2 – Products in each applicable Technical Specification section for listed manufacturers.

3. Question: What is the sequence of operation?

Response: The sequence of operation for the pumps is as follows: Lead pump on to start at the water level shown on the drawings. If water level continues to rise as a result of incoming flow or failure of lead pump on, then lag pump will start at the shown water level float (see drawing sheet C1.07 for elevations).

If water level continues to rise due to high flows or failure of lag pump on, then standby pump will turn on at the shown water level float. As the water level starts to drop down in the pump wet well, each pump will turn off at the shown water level float. Once all pumps are off, then the lead pump will alternate during the next cycle.

4. Question: Are we basing our control panel design on the information on the drawings or written specs? There are some contradictions between the two.

Response: The drawings shall take precedence over any contradictions with the specifications.

5. Question: What outputs are required for connection to the existing SCADA?

Response: Telemetry will have amps and running based on 3ct meters, high wet well alarm, power loss alarm, and door open alarm.

6. Question: What are the estimated bypass pumping requirements for the force main replacement?

Response: It is estimated that 1500 gpm is sufficient. Please note this information is for planning purposes only, and actual flow conditions may vary. The contractor is responsible for all storm drainage pumping and any overflows that may occur for any reason including, but not limited to, equipment failure, clogging, hose or pipe breakage, or high flows.

ATTACHMENTS

ITEM 1 Bid Form

ITEM 2 Technical Specification Section 01 20 00 Measurement and Payment

End of Addendum 1

Ricky Gladney Ricky Gladney, Buyer

Cc: Jeff Duplantis, Ardurra Scott Tennison, City of Albany Jeff Hughes, City of Albany Jose Pereira, Dewberry Haley Mahaffey, Dewberry Sam Fleming, Dewberry

*COMPLETE AND SUBMIT*

BID REFERENCE NO. 25-003PUMP STATION 50

ALBANY, DOUGHERTY COUNTY, GEORGIA

BID TABULATON FORM / UNIT COST SCHEDULE

Pump Station Reconstruction

Item Item Description Quantity Unit Unit Price

TOTAL

COST

A General Conditions

1 Mobilization/Demobilization 1 LS $ $

B Demolition/Site Work/Coordination `

2 Remove Existing Pump Station 1 LS $ $

3 Remove/Abandon Existing Storm Force Main 1765 LF $ $

4 Remove Existing Storm Drain Pipe (All Sizes) 65 LF $ $

5 Remove Existing Storm Drainage Structures 3 EA $ $

6 Remove Existing Sanitary Sewer Pipe 36 LF $ $

7 Remove Chain Link Fence Incl Gates 40 LF $ $

8 Remove and Replace Concrete Driveway 84 SY $ $

9 Remove and Replace Concrete Spandrel 70 SY $ $

Remove and Replace Concrete Curb and Gutter

800 LF

11 Site Clearing 1 AC $ $

12 Dewatering 1 LS $ $

13 Grading Complete - Pump Station 1 LS $ $

14 Street Cut Restoration 2150 SY $ $

15 Permanent Seeding Complete 8500 SY $ $

16 Permanent Sodding Complete 3000 SY $ $

17 Reset Traffic Sign 1 EA $ $

18 Sand Clay Unpaved Alley 1300 SY $ $

19 Chain Link Fence Incl Gates 375 LF $ $

20 Traffic Control 1 LS $ $

C Storm Sewer Improvements

21 Pump Station Complete 1 LS $ $

22 30-inch C900 PVC DR25 Incl Fittings 2176 LF $ $

23 12-inch DIP Incl Fittings 30 LF $ $

24 12-inch Gate Valve 1 EA $ $

25 18-inch RCP 22 LF $ $

26 36-inch RCP 87 LF $ $

27 42-inch RCP 33 LF $ $

28 42-inch Flared End Section 1 EA $ $

29 Storm Inlet Type A 7 VF $ $

30 Precast Storm Sewer Manhole 27 VF $ $

31 Air/Vacuum Valve & Manhole Complete 14 VF $ $

32 Temporary Bypass Pumping Setup 1 LS $ $

33 Temporary Bypass Pumping Operation 30 Day $ $

Bidder: _____________________________________

07/25/2024 hmahaffey Snapshot

D Utility Obstruction Relocates

34 8-inch PVC Sewer Incl Fittings 36 LF $ $

35 Reset Fire Hydrant 1 EA $ $

E Erosion and Sedimentation Control

36 Construction Exit 2 EA $ $

37 Temporary Seeding 11000 SY $ $

38 Rolled Erosion Control Blankets 2000 SY $ $

39 Silt Fence Type Non-Sensitive 2300 LF $ $

40 Silt Fence Type Sensitive 3500 LF $ $

41 Tree Protection Fence, Complete 145 LF $ $

42 Filter Ring, Complete 1 EA $ $

43 Silt Control Gate, Complete 1 EA $ $

44 Curb Inlet Filter, Complete 6 EA $ $

45 Inlet Sediment Trap, Complete 3 EA $ $

TOTAL BASE BID $

F Owner Directed Items

30-inch PVC Force Main Fittings (Not Incl in Base Bid) 2 TN $ $

47 Remove Existing Waterline Pipe 20 LF $ $

48 6-inch DIP Water 20 LF $ $

49 6-inch DIP Water Valve 2 EA $ $

50 6-inch DIP Water Fittings 1 TN $ $

51 Water Service Line Connection Complete 10 EA $ $

52 Sewer Service Line Connection Complete 50 LF $ $

53 Relocate Power Pole 1 EA $ $

54 Classified Stone 500 TN $ $

55 Tree Removal 5 EA $ $

56 Additional Excavation 250 CY $ $ hmahaffey Snapshot

01 20 00 - 1

SECTION 01 20 00

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 GENERAL

A. This section is the basis for payment for work to be completed under the contract as listed in the bid. The price for each item listed in the bid will be either a unit price or lump sum amount.

B. The Bid Proposal for this Contract covers all Work shown on the Drawings and specified herein.

C. All costs for providing labor, materials, equipment, tools, machinery, supplies, supervision, management, coordination, and other services to fully complete the Work as shown on the Drawings and specified herein shall be included in the unit price or lump sum amount for each item listed in the Bid Form.

D. Measurement and Payment will be made only for specific items listed on the Bid Form. Other work for which there is no specific pay item will be considered incidental and part of the project.

E. All work not specifically listed as a pay item in the Bid Form shall be considered to be included in the unit price or lump sum bid amount for each bid item.

F. Contractor’s overhead and profit shall be included in the unit price or lump sum amount for each bid item.

G. No additional compensation will be considered, except for an extension of the unit price quantities, beyond those shown on the bid, and eligible for “Extra Cost” as specified in the General Conditions.

H. The Owner or his duly authorized representative will perform measurement for payment. Payment will not be made for work considered by the Owner to be incomplete or otherwise not installed in accordance with the contract documents.

PART 2 - BID ITEMS

The following Bid Items 1 through 53 comprise the Base Bid Total as listed on the Bid Form.

A. General Conditions

Item 1: Mobilization/Demobilization

01 20 00 - 2

1. Work shall include administrative costs including, but not limited to, mobilization, demobilization, temporary facility delivery, installation, maintenance, bonds, insurance, project signage, submittals, shop drawings, pre-construction video, and site coordination. General office administration for the Project construction shall be included in the individual Line Items.

2. Measurement shall not be made for this item.

3. Payment will only be allowed for the percentage cost (max 5%) for the Base Project. Mobilization and Demobilization will be paid as contract lump sum price. Partial payments for Mobilization and Demobilization will be made at the first partial pay estimate paid on the Contract at the rate of 20% of the lump sum price, on each subsequent pay estimates paid on the Contract at the rate of 20% of the lump sum price up to 80% of the lump sum price, and the remaining unpaid 20% of the lump sum price will be paid on the final pay estimate on the Contract.

B. Demolition/Site Work/Coordination

Item 2: Remove Existing Pump Station

1. Work shall include all materials, labor, equipment, and incidentals necessary to remove, handle, haul offsite and/or legally dispose of the existing stormwater pump station, including but not limited to all pumps, motors, piping, wet well, intake pipe, flared end section, electrical components, gate system, etc. as specified on the drawings or as directed by the Owner and/or Engineer. Existing pumps, motors, and electrical shall be salvaged and provided to the Owner. Existing telemetry shall be salvaged and reused for the proposed pump station to be constructed as part of the Work.

3. Payment for this item shall be provided at 100% on the first pay estimate after completion of the work, upon approval by the Engineer and acceptance by the Owner.

Item 3: Remove/Abandon Existing Storm Force Main to remove, handle, haul offsite, legally dispose, and/or abandon all existing storm force main, including end caps, as specified on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each linear foot (LF) of existing storm force main as specified on the drawings or as authorized by the Owner and/or Engineer to remove or abandon.

01 20 00 - 3

3. Payment for this item shall be made for each linear foot (LF) of storm force main removed and/or abandoned upon approval by the Engineer and acceptance by the Owner.

Item 4: Remove Existing Storm Drain Pipe (All Sizes) to remove, handle, haul offsite and/or legally dispose of all existing storm drain pipe, all types and sizes, as specified on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each linear foot (LF) of each existing pipe, all types and sizes as specified on the drawings or as authorized by the Owner and/or Engineer to remove.

3. Payment for this item shall be made for each linear foot (LF) of pipe removed, all types and sizes, upon approval by the Engineer and acceptance

Item 5: Remove Existing Storm Drainage Structures to remove, handle, haul offsite and/or legally dispose of existing drainage structures, all types and sizes, as specified on the drawings or as directed by

2. Measurement shall be as indicated for each (EA) structure removed as specified on the drawings or as authorized by the Owner and/or Engineer.

3. Payment for this item shall be made for each (EA) structure removed, all types and sizes, upon approval by the Engineer and acceptance by the Owner.

Item 6: Remove Existing Sanitary Sewer Pipe to remove, handle, haul offsite and/or legally dispose of all existing sanitary sewer pipe, all types and sizes, as specified on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each linear foot (LF) of each existing pipe, all types and sizes as specified on the drawings or as authorized by the Owner and/or Engineer to remove.

3. Payment for this item shall be made for each linear foot (LF) of pipe removed, all types and sizes, upon approval by the Engineer and acceptance

01 20 00 - 4

Item 7: Remove Chain Link Fence, Incl Gates

1. Work shall include removal, handling, hauling, and disposal of fence, including gates, and all other labor, materials, equipment, and incidentals required to complete the work as shown on the drawings or as directed by

2. Measurement shall be as indicated for each linear foot (LF) of fence, including gates, to the limits as specified on the drawings or as authorized

3. Payment for this item shall be made for each linear foot (LF) of fence, including gates, installed upon approval by the Engineer and acceptance by the Owner.

Item 8: Remove and Replace Concrete Driveway

1. Work shall include the removal and replacement of all concrete drives including saw cuts, sub-base, graded aggregate base course, concrete pavement, compaction, permit fees, hauling, handling, disposal, disposal fees, placement, materials, labor, tools, and equipment necessary to complete the Work as indicated on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each square yard (SY) of concrete driveway removed and replaced as specified on the drawings or as authorized by the Owner and/or Engineer.

3. Payment for this item shall be made for each square yard (SY) of concrete driveway removed upon approval by the Engineer and acceptance by the

Item 9: Remove and Replace Concrete Spandrel

1. Work shall include the removal and replacement of all concrete spandrels pavement, compaction, permit fees, hauling, handling, disposal, disposal fees, placement, materials, labor, tools, and equipment necessary to

2. Measurement shall be as indicated for each square yard (SY) of concrete spandrels removed and replaced as specified on the drawings or as

3. Payment for this item shall be made for each square yard (SY) of concrete spandrels removed upon approval by the Engineer and acceptance by the

01 20 00 - 5

Item 10: Remove and Replace Curb and Gutter

1. Work shall include permit fees, maintenance charges, inspection fees, removal, handling, hauling, and disposal of existing curb and gutter and installation of new curb and gutter and all other labors, materials, equipment, and incidentals required to complete the Work as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each linear foot (LF) of curb and gutter removed and replaced as specified on the drawings or as authorized

3. Payment for this item shall be made for each linear foot (LF) of curb and gutter removed and replaced upon approval by the Engineer and acceptance

Item 11: Site Clearing to complete Site Clearing activities as described in the Contract Documents including but not limited to clearing the work area of all trees and brush, grubbing the work area of stumps, roots, and root mats, topsoil stripping and stockpiling, as well as on-site and off-site handling, hauling, and legal disposal of waste materials, and pipe and structure removal. . No additional payment shall be made for site clearing outside of the construction limits, or the limits of disturbance as described in the Contract Documents without written authorization from the Owner and/or Engineer.

2. Measurement for Site Clearing will be made on the basis of the unit price per acre (AC) of area fully cleared as measured in the horizontal plane and as

3. Payment for this item shall be made for each acre (AC) fully cleared upon approval by the Engineer and acceptance by the Owner.

Item 12: Dewatering for initial dewatering, installation of water control structures, control surface water run-on, runoff, and dewatering in accordance with the Contract Documents and applicable Specification Sections. Excavation or footprint preparation is incidental to this Line Item. Pumping or means necessary to maintaining dewatering of trenches to control groundwater, provide access to saturated areas, and to maintain temporary cofferdam areas shall be considered as incidental to those activities and shall not be considered for additional payment under this or other Line Items.

01 20 00 - 6

3. This Item will be paid as Contract lump sum price. Partial payments for

Dewatering will be made at the first partial pay estimate paid on the Contract at the rate of 20% of the lump sum price, on each subsequent pay estimates paid on the Contract at the rate of 10% of the lump sum price, and any remaining unpaid percentage of the lump sum price will be paid on the final pay estimate on the Contract.

Item 13: Grading Complete – Pump Station

1. Work shall include all excavation, embankment, backfill, borrow, benching, placement, compaction, material testing, sheeting, shoring, hauling, handling, rehandling, removal, disposal, disposal fees, and all other labor, materials, equipment, and incidentals required to complete the embankment, grading, and channelization work at the pump station and pump station intake pond as specified, as indicated in the drawings, or as

3. This Item will be paid as Contract lump sum price. Partial payments for this Item will be made according to the following schedule upon approval by the Engineer and acceptance by the Owner:

a. Embankment/Rough Grading/Channelization: 80%

b. Fine Grading: 15%

c. Dressing/Finish Grading: 5%

Item 14: Street Cut Restoration

1. Work shall include the removal and replacement of all asphalt pavement pavement, compaction, permit fees, hauling, handling, disposal, disposal fees, placement, materials, including prime and tack coats, labor, tools, and equipment necessary to complete the Work as indicated on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each square yard (SY) of asphalt pavement removed and replaced as specified on the drawings or as

3. Payment for this item shall be made for each square yard (SY) of asphalt pavement removed upon approval by the Engineer and acceptance by the

01 20 00 - 7

Item 15: Permanent Seeding Complete

1. Work shall include all materials, labor, equipment, and incidentals, including but not limited to sanding, watering, fertilizing, maintaining and making minor changes, necessary to seed as shown on the drawings or as directed

2. Measurement shall be as indicated for each square yard (SY) of seeding actually installed, as specified on the drawings or as authorized by the

3. Payment for this item shall be made for each square yard (SY) of seeding actually installed upon approval by the Engineer and acceptance by the

Item 16: Permanent Sodding Complete

1. Work shall include all materials, labor, equipment, and incidentals, including but not limited to sanding, watering, fertilizing, maintaining and making minor changes, necessary to sod as shown on the drawings or as directed

2. Measurement shall be as indicated for each square yard (SY) of sodding actually installed, as specified on the drawings or as authorized by the

3. Payment for this item shall be made for each square yard (SY) of sodding actually installed upon approval by the Engineer and acceptance by the

Item 17: Reset Traffic Sign

1. Work shall include all materials, labor, and equipment for excavation, bedding, removal, storage, backfilling, landscape repairs, transporting and resetting of existing traffic sign as indicated on the drawings or as directed

2. Measurement shall be as indicated for each (EA) traffic sign removed and reset as specified on the drawings or as authorized by the Owner and/or Engineer.

3. Payment for this item shall be made for each (EA) traffic sign removed and reset upon approval by the Engineer and acceptance by the Owner.

01 20 00 - 8

Item 18: Sand Clay Unpaved Alley

1. Work shall include the installation of all sand clay unpaved alleys including sand clay soil base materials, permit fees, hauling, handling, placement, compaction, materials, labor, tools, and equipment necessary to complete the Work as indicated on the drawings or as directed by the Owner and/or

2. Measurement shall be as indicated for each square yard (SY) of sand clay unpaved alley installed as specified on the drawings or as authorized by the

3. Payment for this item shall be made for each square yard (SY) of sand clay unpaved alley installed upon approval by the Engineer and acceptance by

Item 19: Chain Link Fence Including Gates

1. Work shall include all tools, equipment, labor, materials, and incidentals necessary to furnish and install chain link fence, including gates, and fastener hardware as necessary to complete the work as shown on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated per linear foot (LF) along the bottom of the fence from the outside of the end posts for each continuous run of fence, including gates, as specified on the drawings or as authorized by the Owner

3. Payment for this item shall be made for each linear foot (LF) of fence, including gates, installed upon approval by the Engineer and acceptance by

Item 20: Traffic Control to provide traffic control as described in the Contract Documents.

2. Measurement shall not be made for this Bid Item.

3. This Item will be paid as Contract lump sum price. Partial payments for Traffic Control will be made at the first partial pay estimate paid on the Contract at the rate of 20% of the lump sum price, on each subsequent pay estimates paid on the Contract at the rate of 10% of the lump sum price, and any remaining unpaid percentage of the lump sum price will be paid on the final pay estimate on the Contract.

01 20 00 - 9

C. Storm Sewer Improvements

Item 21: Pump Station Complete to complete and make operational the stormwater pump station including all but not limited to electrical, control panel, piping, valves, fittings, joint restraint, precast wet well, concrete pad, precast valve vault, pumps, motors, thrust block, pipe supports, etc. as shown in the drawings or as directed by

3. Payment shall be made based on percent complete of work based on the schedule of values upon approval by the Engineer and acceptance by the

Item 22: 30-inch C900 PVC DR25 Including Fittings

1. Work shall include cost for PVC pipe and fittings, excavation, borrow, bedding and backfill material, temporary shoring, furnishing and placing of pipe and fittings complete, including all thrust restraints and joint restraints, all concrete work, bedding, backfilling, compaction, spoil removal including handling, hauling and disposal, testing, bypass pumping, cleanup, compiling and submitting all project record documents, including as-builts, and the furnishing of all labor, materials, tools, and appliances necessary for the proper completion of the Work as directed by the Owner and/or

2. Measurement shall be as indicated for each linear foot (LF) of pipe furnished and installed as specified on the drawings or as authorized by the Owner

3. Payment for this item shall be made for each actual linear foot (LF) of pipe furnished and installed upon approval by the Engineer and acceptance by

Item 23: 12-inch Ductile Iron Pipe Including Fittings

1. Work shall include cost for DIP pipe and fittings, excavation, borrow, bedding and backfill material, temporary shoring, furnishing and placing of pipe and fittings complete, including all thrust restraints and joint restraints, all concrete work, bedding, backfilling, compaction, spoil removal including handling, hauling and disposal, testing, bypass pumping, cleanup, compiling and submitting all project record documents, including as-builts, and the furnishing of all labor, materials, tools, and appliances necessary for the proper completion of the Work as directed by the Owner and/or Engineer.

01 20 00 - 10 and installed as specified on the drawings or as authorized by the Owner furnished and installed upon approval by the Engineer and acceptance by

Item 24: 12-inch Gate Valve

1. Work shall include excavation, spoil removal, backfill, bedding, gate valves, joint restraints, valve boxes and concrete pads, and all other labor, materials, equipment, and incidentals require to complete the work as indicated on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each (EA) gate valve completed in place as specified on the drawings or as authorized by the Owner and/or

3. Payment for this item shall be made for each (EA) gate valve completed in place upon approval by the Engineer and acceptance by the Owner.

Item 25-27: Reinforced Concrete Pipe, All Types and Sizes

1. Work shall include excavation, spoil removal, backfill, temporary shoring, bedding, classified stone backfill, furnishing and placing of pipe, backfill, spoil removal including handling, hauling and disposal, compaction, jointing materials, mastic fillers, stoppers, concrete work, testing and inspections and the furnishing of all labor, materials, tolls, and appliances necessary to complete the Work as indicated on the Drawings or as directed by the Owner

2. Measurement shall be as indicated for each linear foot (LF) of pipe, by size, furnished and installed, measured in the horizontal plane after the pipe has been connected from center/face of structure to center/face of structure as

3. Payment for this item shall be made for each linear foot (LF) of pipe, by size, from finished grade to the pipe invert, furnished and installed, measured in the horizontal plane after the pipe has been connected upon approval by the Engineer and acceptance by the Owner.

Item 28: 42-inch Flared End Section

1. Work shall include precast GDOT Standard Flared End Section, excavation, spoil removal, temporary shoring, forming, bedding, backfill, classified stone backfill, joint material, flexible seals, monitoring, testing and inspections, 01 20 00 - 11 and all other labor, materials, equipment and other incidentals required to

2. Measurement shall be as indicated for each (EA) specified structure complete in place as specified on the drawings or as authorized by the

3. Payment for this item shall be made for each (EA) specified separate structure installed, complete-in-place, upon approval by the Engineer and acceptance by the Owner.

Item 29: Storm Inlet Type A

1. Work shall include excavation, spoil removal, backfill, bedding, frames and covers, precast drop inlet bases, inverts, wall sections, top slabs, grout, ladders, flexible sealers, and all other labor, materials, equipment, and incidentals require to complete the work as indicated on the drawings or as

2. Measurement shall be as indicated for each vertical foot (VF) of structure completed in place as specified on the drawings or as authorized by the

3. Payment for this item shall be made for each vertical foot (VF) of structure completed in place upon approval by the Engineer and acceptance by the

Item 30: Precast Storm Sewer Manhole covers, precast manhole bases, inverts, wall sections, top slabs, grout, ladders, flexible sealers, and all other labor, materials, equipment, and incidentals require to complete the work as indicated on the drawings or as

Item 31: Air/Vacuum Valve & Manhole Complete covers, precast manhole, inverts, wall sections, top slabs, grout, ladders, 01 20 00 - 12 flexible sealers, combination air/vacuum valve and appurtenances, and all other labor, materials, equipment, and incidentals require to complete the work as indicated on the drawings or as directed by the Owner and/or

Item 32: Temporary Bypass Pumping Setup

1. Work shall include transporting bypass pumping equipment and hoses to and from the site, equipment and hose setup and layout, and all other labor, materials, equipment, and incidentals required to complete the work as indicated on the drawings or as directed by the Owner and/or Engineer.

3. This Item will be paid as Contract lump sum price upon approval by the Engineer and acceptance by the Owner.

Item 33: Temporary Bypass Pumping Operation

1. Work shall include pumping maintenance, fuels, monitoring and all other labor, materials, equipment, and incidentals required to complete the work as indicated on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each day (DAY) of bypass pumping operation as specified on the drawings or as authorized by the Owner and/or

4.3. Payment for this item shall be made for each day (DAY) of bypass pumping operation upon approval by the Engineer and acceptance by the Owner.

D. Utility Obstruction Relocates

Item 342: 8-inch PVC Sewer Including Fittings

1. Work shall include cost for PVC pipe and fittings, excavation, borrow, bedding and backfill material, furnishing and placing of pipe and fittings complete, including all concrete work, backfilling, spoil removal including handling, hauling and disposal, compaction, testing, bypass pumping, cleanup, compiling and submitting all project record documents, including

01 20 00 - 13 as-builts, and the furnishing of all labor, materials, tools, and appliances necessary for the proper completion of the Work as directed by the Owner and installed or lowered in place as specified on the drawings or as furnished and installed or lowered in place upon approval by the Engineer and acceptance by the Owner.

Item 353: Reset Fire Hydrant

1. Work shall include all materials, labor, and equipment for excavation, bedding, disconnecting, plugging and blocking, connecting openings in existing mains, removal, storage, backfilling, compaction, thrust restraint, transporting and resetting of existing fire hydrant as indicated on the drawings or as directed by the Owner and/or Engineer.

2. Measurement shall be as indicated for each (EA) fire hydrant removed and reset as specified on the drawings or as authorized by the Owner and/or

3. Payment for this item shall be made for each (EA) fire hydrant removed and reset upon approval by the Engineer and acceptance by the Owner.

E. Erosion and Sedimentation Control

Item 364-453: Erosion, Sediment, and Pollution Controls

1. Work shall include all materials, labor, equipment, and incidentals necessary to install the system of erosion, sedimentation, and pollution control measures in accordance with the Contract Documents. Work shall also in-clude all materials, labor, equipment, and incidentals necessary to maintain, make minor repairs and changes, inspections, monitoring, reporting, remove of, and legally dispose of erosion control measures as described in the Con-tract Documents.

2. This Line Item includes a construction entrance/exit to as described in the Contract Documents. The site has two primary construction access points.

3. Measurement shall be as indicated for each Best Management Practice (BMP) actually installed, as specified on the drawings or as authorized by the Owner and/or Engineer.

4. Payment will be made at the unit rates listed below upon approval by the Engineer and acceptance by the Owner:

01 20 00 - 14

a. Item 364: Construction Exit (Co): Payment shall be for each (EA) con-struction exit installed and maintained throughout the duration of the project as shown on the Construction Drawings or as approved by the Owner.

b. Item 357: Temporary Seeding (Ds1/Ds2): Payment shall be made for the total square yards (SY) of temporary seeding installed.

c. Item 386: Rolled Erosion Control Blankets: Payment shall be made for the total square yards (SY) of rolled erosion control blankets installed.

d. Item 397: Silt Fence (Sd1-NS): Payment shall be made for each linear foot (LF) installed; no payment shall be made for silt fencing required to be reinstalled for any reason.

e. Item 4038: Silt Fence (Sd1-S): Payment shall be made for each linear foot (LF) installed; no payment shall be made for silt fencing required to be reinstalled for any reason.

f. Item 4139: Tree Protection (Tr): Payment shall be made for the linear feet (LF) of tree protection fencing actually installed in accordance with the Construction Drawings.

g. Item 4240: Filter Ring (Fr): Payment shall be made for each (EA) num-ber of filter rings installed.

h. Item 431: Silt Control Gate: Payment shall be made for each (EA) num-ber of silt control gates installed.

i. Item 442: Curb Inlet Filter (Sd2-F): Payment shall be made for each (EA) number of curb inlet filters installed.

j. Item 435: Inlet Sediment Trap (Sd2-P): Payment shall be made for each (EA) number of inlet sediment traps installed.

F. Owner Directed Items

Item 464-564: Owner Directed Items to complete additional items of work as directed by the Owner.

2. Measurement and Payment for each item shall be made based on the following unit rates for each item upon approval by the Engineer and acceptance by the Owner or the Owner’s representative:

a. Item 464: 30-inch PVC Force Main Fittings Not Included in Base Bid

1) Measurement and payment shall be as indicated for each ton (TN) of fittings, not indicated on the drawings, installed upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

b. Item 475: Remove Existing Waterline Pipe

01 20 00 - 15

1) Measurement and payment shall be as indicated for each linear foot (LF) of existing waterline pipe upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

c. Item 486: 6-inch DIP Water Pipe

1) Measurement and payment shall be as indicated for each linear foot (LF) of ductile iron pipe installed upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

d. Item 497: 6-inch DIP Water Valve

1) Measurement and payment shall be as indicated for each (EA) ductile iron pipe valve installed upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

e. Item 5048: 6-inch DIP Water Fittings

1) Measurement and payment shall be as indicated for each (EA) ductile iron pipe fitting installed upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

f. Item 5149: Water Service Line Connection

1) Measurement and payment shall be as indicated for each (EA) water service line connection completed upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

g. Item 520: Sewer Service Line Connection

1) Measurement and payment shall be as indicated for each linear foot (LF) of sewer service line connection completed upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

h. Item 531: Relocate Power Pole

1) Measurement and payment shall be as indicated for each (EA) power pole relocation upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

i. Item 542: Classified Stone

1) Measurement and payment shall be as indicated for each ton (TN) of classified stone installed upon approval by the Engineer and acceptance by the Owner or Owner’s representative.

j. Item 553: Tree Removal

1) Measurement and payment shall be as indicated for each (EA) tree, not included in Site Clearing, that is removed upon approval by the Engineer and acceptance by the Owner or the Owner’s representative.

k. Item 564: Additional Excavation

1) Measurement and payment shall be as indicated for each cubic yard (CY) of additional excavation and handling, hauling, and disposal of excess material upon approval by the Engineer and acceptance by the Owner or Owner’s representative.

PART 3 - EXECUTION

Not Used.

END OF SECTION