B01_RFP_Attachment_J02.1_F56_Crow_Creek_WM_Specs_Final.pdf

INVITATION FOR BIDS

PROJECT AB-14-F56

CROW CREEK WATER MAIN

CROW CREEK RESERVATION

BUFFALO COUNTY, SOUTH DAKOTA

MARCH 2019

INVITATION FOR BIDS

PROJECT AB-14-F56

CROW CREEK WATER MAIN

CROW CREEK RESERVATION

BUFFALO COUNTY, SOUTH DAKOTA

MARCH 2019

Great Plains Area Indian Health Service Revised 03/2019

Summary 01100-1

SECTION 01100 – SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. The work to be performed under this contract shall consist of furnishing the following to perform the work outlined in these specifications and as indicated by Project Drawings:

1. tools

2. equipment

3. materials

4. labor

5. supplies

6. manufactured articles

7. all transportation to complete the work

8. temporary facilities

B. Location of Work: Fort Thompson and Crow Creek communities, Buffalo County, South Dakota on the Crow Creek Indian Reservation.

C. Incidentals Items: All work, materials, and services not expressly listed as being provided by others or not expressly called for in the contract but are necessary for the completion of the work in good faith, shall be furnished, installed, and performed by the contractor.

1.2 SUMMARY OF WORK TO BE DONE BY CONTRACTOR

A. This project includes the construction of approximately 87,638 feet of 6-inch water main, 885 feet of 10-inch casing and appurtenances, 9,216 feet of 2-inch water service line, 3,879 feet of 1-1/2-inch water service line, a new bolted stainless steel water standpipe with control vault at Lee’s Corner, rehabilitation of the Crow Creek Community water standpipe and installation of a control vault, SCADA controls and integration at the Crow Creek Community water storage standpipe and vault, the Lee Corner water storage standpipe and vault, the Bad Nation booster station, the Fort Thompson elevated water storage tank, and the water treatment plant, abandonment of the existing well building, wells, and well site at the Crow Creek Community, and abandonment of the Bad Nation water storage tank.

1.3 ADDITIONAL INFORMATION

A. For information regarding the technical aspects of the project, contact the Contract Officer’s Representative (COR), also known as Project Engineer in the Specifications:

Summary 01100-2

Jason Petersen, PE Engineer Consultant

Indian Health Service Pierre District Office 420 S. Garfield Ave., Suite 200 Pierre, SD 57501

Telephone: (605) 224-1644 Fax: (605) 224-1704 Jason.Petersen@ihs.gov

B. For information regarding contracting issues, contact the Contract Officer (CO).

C. Comply with all Tribal regulations related to the completion of the work including the acquisition of necessary permits and the payment of Tribal taxes.

END OF SECTION

mailto:Jason.Petersen@ihs.gov

Price and Payment 01270 -1

SECTION 01270 – PRICE AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Work covered by this section includes method of measurement and basis of payment for all divisions included.

B. Payment for the various items of the Bid Schedules shall include all compensation to be received by the Contractor for furnishing all tools, equipment, materials, labor, supplies, manufactured articles, transportation, and temporary facilities required to complete the work in accordance with contract documents including incidentals.

C. Respective prices and payment shall constitute full compensation for all work completed including incidentals.

D. All items not expressly listed as being provided by others that are necessary for the completion of work shall be furnished and installed by the Contractor.

1.2 ESTIMATED QUANTITIES

A. All quantities stipulated in the bid schedule or other contract documents are approximate and are to be used: (1) as a basis for estimating the probable cost of the work and (2) for the purpose of comparing the bids submitted.

B. The Contractor shall be paid for actual quantities installed based on the quantities measured in the field. The actual amounts of work completed and materials furnished may differ from estimated quantities. The Contractor shall make no claim for damages, anticipated profits, or otherwise, on account of differences between the estimated amounts and the actual amount of work performed and materials furnished.

1.3 SURVEY AND MEASUREMENTS

A. All quantity measurements shall be the responsibility of the Contractor and will be verified by the Contracting Officers Representative.

B. All measurements and subsequent payments will be based on completed and accepted work performed in strict accordance with the plans, specifications, and other contract documents.

PART 2 - BID SCHEDULE ITEMS

2.1 GENERAL

A. Payment shall be full compensation to complete the work items in good faith, including incidental work.

Price and Payment 01270 -2

B. In addition to the basis of payment described under each item, the unit price bid shall be full compensation for all of the following:

1. General requirements in Division 01, but not limited to the following.

a. Submittals.

b. Record drawings.

c. Warranties.

2. Specific requirements in Division 02 through 16, including but not limited to the following (unless otherwise expressly defined as a line item in the bid schedule):

a. Erosion control.

b. Clearing and grubbing.

c. Removal and replacement of obstructions.

d. Associated trenching, excavation and backfill including the removal of any nuisance water, bedding, haunching, and compaction.

e. Disposal of any excess material.

f. Traffic control.

g. Rough grading.

h. Finish work, where called for, including finish grading, topsoiling, and landscaping.

2.2 BID ITEMS

A. Schedule A: Water Main Construction – Alignment A

1. Mobilization

a. Measurement: By the job.

b. Basis of Payment: Includes compensation for mobilizing equipment to the site, establishing a site office, furnishing bonds and insurance, payment of applicable Tribal taxes and permits, and payment of all applicable state and federal taxes and duties. Payment for mobilization shall be made at the time of the first progress payment.

2. STA. 0+00A Connection to Existing System

b. Basis of Payment: Includes labor, tools, equipment, excavation, backfill and compaction, connection to exiting 6 x 4-inch tee, 6-inch gate valve, valve box, thrust block, and all other incidentals required to complete the work as specified and as shown on the plans.

3. 6-inch Gate Valve w/Box

a. Measurement: By each installed.

compaction, gate valve, extension stem, gate valve box, centering device, valve box adapter, locking lid, polyethylene encasement, tracing wire

Price and Payment 01270 -3 modifications, concrete pad w/gravel, utility markers and all other incidentals required to complete the work as specified. Provide one pentagon key and one socket wrench for valve extension stem to the utility department under each contract.

4. 6-inch SDR-26 PVC Water Main

a. Measurement: By the lineal foot based on the horizontal length installed and measured over the centerline of the pipe.

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of seed bed and seeding, and all other incidentals required to complete the work as specified.

5. 6-inch SDR-21 PVC Water Main

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

6. 6-inch SDR-17 PVC Water Main

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

Price and Payment 01270 -4

7. 6-inch Directionally Drilled DR-9 (250 psi) IPS HDPE Water Main

a. Measurement: By the lineal foot based on the horizontal length installed and measured over the centerline of the pipe.

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, fusing, directional drilling, expansion joints, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of seed bed and seeding, and all other incidentals required to complete the work as specified.

8. 10-inch Directionally Drilled SDR-21 Yelomine Casing

b. Basis of Payment: Includes all materials, labor, and equipment used for the excavation, boring, installing the encasement pipe, casing spacers, end seals, backfilling, and seeding. The carrier pipe shall be paid for separately at the per lineal foot price listed on the bid schedule for the size and type of pipe installed.

9. 6-inch SDR-26 Yelomine Water Main

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

10. Fire Hydrant w/Gate Valve & Box compaction, hydrant, gate valve and box, tee, thrust blocks, piping, gravel, polyethylene encasement, concrete pad w/gravel, utility markers, and all other incidentals required to complete the work as specified. Provide one hydrant wrench to the utility department under each contract.

Price and Payment 01270 -5

11. Air Release Pit compaction, combination air release valve assembly, pit and cover, insulation, bronze ball valve with fittings, utility markers and all other incidentals required to complete the work as specified.

12. Erosion Control Blanket

a. Measurement: By the square foot of erosion control mat installed.

b. Basis of Payment: Includes all labor, materials, tools, equipment, and other incidentals which may be required to install the erosion control mat as specified and shows on the plans.

B. Schedule B: Lee Corner Tank Site site, establishing a site office, furnishing bonds and insurance, payment of applicable Tribal taxes and permits, and payment of all applicable state and federal taxes and duties for the Lee Corner Tank Site. Payment for this mobilization shall be made after the Contractor/Subcontractor arrives at the site to complete the work identified within this schedule.

2. Lee Corner Bolted SS Water Standpipe

b. Basis of Payment: Includes all labor, tools, equipment, material required for designing and constructing the bolted stainless steel water standpipe including but not limited to: design by a qualified engineer, foundation, backfill and compaction, bolted stainless steel standpipe, inlet and outlet piping within the standpipe to five (5) feet outside the foundation wall, overflow pipe, vent, ladder, hatches, lightning protection, personnel door and frame, pipe support brackets, concrete floor (including hiring an independent third party concrete testing laboratory retained by the Contractor), submersible mixer, tank overflow splash pad, overflow splash pad rip-rap, crushed rock cover with landscape edging (2-foot past fence), polyethylene sheeting, grading, landscaping, seeding, chain link fencing w/double swing gate, electrical, testing reports, and all other incidentals required to complete the work necessary for the proper operation of the water storage tank system as specified.

Price and Payment 01270 -6

3. Lee Corner Standpipe Control Vault

b. Basis for Payment: Includes all labor, tools, equipment, equipment shipment, excavation, backfill and compaction, packaged control vault, couplings, structural fill, concrete support pad (including hiring an independent third party concrete testing laboratory retained by the Contractor), sump pump discharge piping w/discharge, check valve, and winter freeze protection drain back line, control vault drain tile system, flood light w/pole, electrical, conduit, and all other incidentals which may be required to complete the work as

4. SCADA

SCADA controls, and components at the Lee Corner standpipe and control vault, Crow Creek standpipe and control vault, Bad Nation booster station site, and the Fort Thompson water storage tank, SCADA radios, spare radios, wiring, conduit, antenna and mast, lightning arrestors, integration at the Water Treatment plant to ensure that the tank sites, booster site, and water treatment plant communicate, and all other incidentals which may be required to complete the work as specified in order for an operable SCADA system.

5. 6-inch Gate Valve w/Box valve box adapter, locking lid, polyethylene encasement, tracing wire modifications, concrete pad w/gravel, utility markers and all other incidentals required to complete the work as specified. Provide one pentagon key and

6. 6-inch SDR-21 PVC Water Main dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

Price and Payment 01270 -7

7. Fire Hydrant w/Gate Valve & Box polyethylene encasement, concrete pad w/gravel, utility markers, and all

8. Lee Corner Standpipe Access Road excavation, 18-inch galvanized corrugated metal pipe culvert (w/galvanized flared end sections), backfill and compaction, gravel surface, replacement of barb wire fence, installation of barb wire fence gate, and all other incidentals which may be required to complete the work as specified and shown on the plans.

9. Erosion Control Blanket

10. Power Service to Lee Corner Tank Site

a. Measurement: By Lump Sum.

b. Basis for Payment: Includes furnishing labor, materials, and equipment necessary to provide the site with permanent power. This includes electrical meter and disconnect w/enclosure, circuit breaker panels beneath meter disconnect enclosures, conduit, and all other incidentals required to complete the work as specified. The Contractor shall notify Central Electric Cooperative of Mitchell, SD to schedule electrical installation to the site.

C. Schedule C: Water Main Construction – Alignment B

1. 6-inch SDR-26 PVC Water Main

Price and Payment 01270 -8

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

2. 6-inch SDR-21 PVC Water Main

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

3. 6-inch SDR-17 PVC Water Main

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

4. 6-inch Directionally Drilled DR-9 (250 psi) IPS HDPE Water Main dewatering, fusing, directional drilling, expansion joints, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may

Price and Payment 01270 -9 be impaired by work, disposal of excess excavated material, thrust restraints,

5. 6-inch Gate Valve w/Box valve box adapter, locking lid, polyethylene encasement, tracing wire modifications, concrete pad w/gravel, utility markers and all other incidentals required to complete the work as specified. Provide one pentagon key and

6. 10-inch Directionally Drilled SDR-21 Yelomine Casing

b. Basis of Payment: Includes all materials, labor, and equipment used for the excavation, boring, installing the encasement pipe, casing spacers, end seals, backfilling, and seeding. The carrier pipe shall be paid for separately

7. 6-inch SDR-26 Yelomine Water Main

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

8. Fire Hydrant w/Gate Valve & Box polyethylene encasement, concrete pad w/gravel, utility markers, and all

Price and Payment 01270 -10

9. Air Release Pit compaction, combination air release valve assembly, pit and cover, insulation, bronze ball valve with fittings, utility markers, and all other

10. Erosion Control Blanket

D. Schedule D: Water Main Construction – Alignment C

1. 6-inch SDR-21 PVC Water Main

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

2. 6-inch SDR-17 PVC Water Main

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

Price and Payment 01270 -11

3. 6-inch Directionally Drilled DR-9 (250 psi) IPS HDPE Water Main dewatering, fusing, directional drilling, expansion joints, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints,

4. 6-inch Gate Valve w/Box

a. Measurement: By each installed valve box adapter, locking lid, polyethylene encasement, tracing wire modifications, concrete pad w/gravel, utility markers and all other incidentals required to complete the work as specified. Provide one pentagon key and

5. 4-inch Directionally Drilled SDR-21 Yelomine Casing

b. Basis of Payment: Includes all materials, labor, and equipment used for the excavation, boring, installing the encasement pipe, casing spacers, end seals, backfilling, and seeding. The carrier pipe shall be paid for separately

6. 10-inch Directionally Drilled SDR-21 Yelomine Casing

b. Basis of Payment: Includes all materials, labor, and equipment used for the excavation, boring, installing the encasement pipe, casing spacers, end seals, backfilling, and seeding. The carrier pipe shall be paid for separately

Price and Payment 01270 -12

7. 6-inch SDR-17 Yelomine Water Main dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

8. Air Release Pit compaction, combination air release valve assembly, pit and cover, insulation, bronze ball valve with fittings, utility markers, and all other

9. Gravel Road Restoration

a. Measurement: By the lineal foot of gravel road surface removed, measured at the centerline of the pipe for perpendicular cuts and centerline of roadway for gravel roadway restoration.

b. Basis for Payment: Includes gravel, compaction and all other incidentals which may be required to complete the work as specified.

10. Erosion Control Blanket

E. Schedule E: Crow Creek Tank Site site, establishing a site office, furnishing bonds and insurance, payment of applicable Tribal taxes and permits, and payment of all applicable state and federal taxes and duties for the Crow Creek Tank Site. Payment for this

Price and Payment 01270 -13 mobilization shall be made after the Contractor/Subcontractor arrives at the site to complete the work identified within this schedule.

2. Crow Creek Standpipe Renovation

b. Basis of Payment: Includes all labor, tools, equipment, material required for renovating the existing steel water standpipe including but not limited to: sand blasting and repainting (including hiring third party paint inspection company retained by the Contractor), installation of inlet piping within the standpipe including check valve, tee, expansion joint, fittings, piping, removal and replacement of the existing overflow piping with a new 6-inch DI piping, removal and replacement of the tank vent, replacing the tank access hatch seals, piping supports and brackets, submersible mixer, tank overflow splash pad, overflow splash pad rip-rap, crushed rock cover with landscape edging (2-foot past fence), polyethylene sheeting, grading, landscaping, seeding, replacement of the existing chain link fencing w/double swing gate, electrical, testing reports, and all other incidentals required to complete the work necessary for the proper operation of the water storage tank system as

3. Crow Creek Standpipe Control Vault excavation, backfill and compaction, packaged control vault, couplings, structural fill, concrete support pad (including hiring an independent third party concrete testing laboratory retained by the Contractor), sump pump discharge piping w/discharge, check valve, and winter freeze protection drain back line, control vault drain tile system, flood light w/pole, electrical, conduit,

4. Abandonment of Existing Pump House, Wells, and Well Site

b. Basis for Payment: Includes all labor, tools, equipment, excavation, demolition and removal of the pump house building equipment, building, and concrete foundation, well abandonment, fence removal, water main capping, removal and abandonment of a gate valve, replacement of a tee, and proper disposal of offsite the equipment and demolition material, backfill and compaction, grading, landscaping, seeding, and all other incidentals which may be required to complete the work as specified and shown on the plans.

5. 4-inch SDR-21 PVC Water Main

Price and Payment 01270 -14

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water mains, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire system including access boxes, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, preparation of

6. Fire Hydrant w/Gate Valve & Box polyethylene encasement, concrete pad w/gravel, utility markers, and all

7. 4-inch Gate Valve w/Box valve box adapter, locking lid, polyethylene encasement, tracing wire modifications, concrete pad w/gravel, utility markers and all other incidentals required to complete the work as specified. Provide one pentagon key and

8. Power Service to Crow Creek Tank Site

a. Measurement: By Lump Sum.

b. Basis for Payment: Includes furnishing labor, materials, and equipment necessary to provide the site with permanent power. This includes electrical meter and disconnect w/enclosure, circuit breaker panels beneath meter disconnect enclosures, conduit, and all other incidentals required to complete the work as specified. The Contractor shall notify Central Electric Cooperative of Mitchell, SD to schedule electrical installation to the site.

F. Schedule F: Crow Creek Community Valves & Hydrants

1. 4-inch Gate Valve w/Box

Price and Payment 01270 -15 valve box adapter, locking lid, polyethylene encasement, tracing wire modifications, concrete pad w/gravel, utility markers and all other incidentals required to complete the work as specified. Provide one pentagon key and

2. Fire Hydrant w/Gate Valve & Box compaction, hydrant, gate valve and box, tee, thrust blocks, piping, gravel, polyethylene encasement, concrete pad w/gravel, utility markers, and all

3. Bituminous Road Restoration

a. Measurement: By the square yard installed.

b. Basis of Payment: Includes cutting, removing, and disposing of existing asphalt surface, gravel base, asphalt, compaction, and all other incidentals

4. Concrete Sidewalk Restoration

a. Measurement: By the square yard of sidewalk installed.

b. Basis of Payment: Includes cutting, removing, and disposing of existing sidewalk surface, and providing the gravel base, compaction, concrete, rebar,

5. Gravel Road Restoration

G. Schedule G: Water Service Line Construction

1. 1-inch Curb Stop

b. Basis of Payment: Includes all labor, tools, equipment, excavation, backfill and compaction, curb stop, box, stationary rod, concrete pad w/gravel, utility

Price and Payment 01270 -16 marker, one combination key and one pentagon wrench per contract, and all other incidentals required to complete the work as specified.

2. 1-1/2-inch Corporation Stop and compaction, corporation stop, couplings, service clamps or saddles and all other incidentals required to complete the work as specified.

3. 1-1/2-inch Curb Stop and compaction, curb stop, box, stationary rod, concrete pad w/gravel, utility

4. 1-1/2-inch SDR-26 PVC Water Service Line

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water service line, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, thrust restraints, and all other incidentals required to

5. 1-1/2-inch SDR-21 PVC Water Service Line

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water service line, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess

Price and Payment 01270 -17

6. 1-1/2-inch SDR-17 PVC Water Service Line

a. Measurement: By the lineal foot based on the horizontal length installed and measured over the centerline of the pipe.

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water service line, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess

7. 2-inch Corporation Stop and compaction, corporation stop, couplings, service clamps or saddles and

8. 2-inch Curb Stop and compaction, curb stop, box, stationary rod, concrete pad w/gravel, utility

9. 2-inch SDR-26 PVC Water Service Line and materials required to construct the water service line, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess

10. 2-inch SDR-21 PVC Water Service Line

Price and Payment 01270 -18

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment and materials required to construct the water service line, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess

11. 2-inch SDR-17 PVC Water Service Line and materials required to construct the water service line, including excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess

12. 2-inch Gate Valve and Valve Box

b. Basis of Payment: Includes labor, tools, equipment, excavation, backfill and compaction, gate valve, extension stem, gate valve box, centering device, valve box adapter, locking lid, polyethylene encasement, tracing wire modifications, concrete pad w/gravel, utility markers and all other incidentals required to complete the work as specified. Provide one pentagon key and

13. 2-inch Post Flush Hydrant w/Box compaction, hydrant, curb stop w/box, 10-foot of 2-inch SCH 40 PVC pipe, thrust blocks, piping, gravel, polyethylene encasement, concrete pad w/gravel, treated wooden post, utility markers, and all other incidentals required to complete the work as specified.

14. Meter Pit and compaction, final grading, seeding, meter pit, inlet angle shut-off, remote

Price and Payment 01270 -19 readout, double check valve, pressure regulator, coiled polybutylene tubing, insulation, locking lid, fittings, external connections including fittings and piping 10-feet on either side of the meter pit to connect to the existing water service line (if applicable), and all other incidentals required to complete the work as specified. This price also includes exploratory digging up to two (2) hours at those sites where the water service line location is not known.

Exploratory digging in excess of two (2) hours will be paid for through item 16 of this bid schedule “Exploratory Digging”.

15. Gravel Road Restoration

16. Exploratory Digging

a. Measurement: By the hour.

b. Basis for Payment: Includes time in excess of two (2) hours of exploratory digging in order to locate water service lines for meter pit installation. This includes but is not limited to all excavation, inspection of existing facilities, and repairs as directed by the Project Engineer, backfilling, site cleanup, and

H. Schedule H: Bad Nation Water Storage Tank Abandonment

1. Abandonment of Bad Nation Water Storage Tank & Site

b. Basis for Payment: Includes all labor, tools, equipment, excavation, demolition and removal offsite of the existing underground water storage tank (including concrete tank access), SCADA pole, tank vent, erosion control blanket, drain structure, fence, water main capping, removal and abandonment of gate valves, backfill and compaction, grading, landscaping, seeding, and all other incidentals which may be required to complete the work as specified and shown on the plans.

2. Fire Hydrant w/Gate Valve & Box compaction, hydrant, gate valve and box, tee, thrust blocks, piping, gravel, polyethylene encasement, concrete pad w/gravel, utility markers, and all

Price and Payment 01270 -20

PART 3 – EXECUTION (N/A)

Project Management And Coordination 01310 - 1

SECTION 01310 – PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the preconstruction conference, construction schedule, working hours/days, coordination requirements and progress meetings.

1.2 PRE-CONSTRUCTION CONFERENCE

A. Required after award of contract and prior to start of construction.

B. Representatives from the following shall attend.

1. Prime Contractor

2. Subcontractors

3. Project Engineer and/or Technical Representative

4. Owner’s Representative

5. Appropriate State/Federal Agencies or other Funding Agencies

6. TERO Representative, if applicable

C. The Project Engineer will arrange a date that is mutually acceptable to all parties planning to attend.

D. Contractor shall notify subcontractors of time and date of meeting.

E. Coatings Pre-Construction Conference

1. In addition to initial conference following award.

2. Held prior to any surface preparation coatings application.

3. Representatives from the following shall attend

a. Prime Contractor

b. Coatings Subcontractor

c. Owners Representative

d. Project Engineer and/or Technical Representative

e. Coating Manufactures’ Representative.

1.3 CONSTRUCTION SCHEDULE

A. Present Project Engineer with a written preliminary construction schedule containing start and completion dates of the major items at the preconstruction meeting.

B. Notify the Project Engineer three full working days in advance of any construction.

C. Communicate major changes to the schedule to the Project Engineer in writing.

Project Management And Coordination 01310 - 2

1.4 WORKING HOURS/DAYS

A. Perform all work during regularly scheduled working hours, unless approved by Project Engineer.

B. Working hours shall be defined as 7 AM to 6 PM Monday thru Friday, with the exception of holidays.

C. No work will be allowed on Saturday, Sunday, Federal holidays, and Tribal holidays without the Project Engineer’s consent.

1. Holidays include, but are not limited to, New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day and Christmas Day, or on any other holidays declared by the Project Engineer.

2. Holidays that fall on Saturday will be observed on the preceding Friday; holidays that fall on Sunday will be observed on the following Monday, no construction will be permitted on those days.

3. Project Engineer has the option to approve overtime or holiday work upon the Contractor’s request not less than 48 hours in advance of the work to be performed. Overtime and holiday requests that exceed a ten (10) hour work shift for a time period exceeding two days will not be approved by the Project Engineer.

1.5 COORDINATION WITH OTHER REQUIREMENTS

A. Coordinate work with other contractors (i.e. roads, building, etc) in the area as necessary to complete the work specified.

B. Coordinate work with local utilities (i.e. water and sewer, power, telephone). All buried utilities may not be shown on the plans.

C. Contractor is responsible for having utilities marked prior to construction and field verify utility location.

1.6 PROGRESS MEETINGS

A. Project Engineer will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.

B. Progress meetings will be scheduled throughout progress of the Work at maximum monthly intervals. Frequency of meetings will be determined from Work meeting construction schedule or when Project Engineer deems it necessary.

C. Representatives from the following shall attend:

1. Prime Contractor

2. Subcontractors

3. Project Engineer and/or Technical Representative

4. Owner’s Representative

Submittal Procedures 01330 - 1

SECTION 01330 – SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes information on submittal procedures. Materials requiring a submittal are listed in the appropriate specification section.

1.2 SUBMITTAL PROCEDURES

A. Submit one electronic pdf copy or three paper hard copies of submittals to the Project Engineer, unless requested otherwise.

B. Attach an acceptable submittal cover sheet for all submittal packages.

1. List all submittals included in the package in the appropriate location.

2. Signed cover sheet indicating all submittals have been reviewed prior to submission.

C. Identify each cut sheet or shop drawing with the following information:

1. Contract number

2. Supplier

3. Pertinent specification section number

4. Pertinent drawing and detail number

D. Submit the following information, as applicable:

1. Manufacturer’s cut sheets indicating compliance with references (e.g. applicable ASTM, AWWA standards).

2. Laboratory results, as applicable.

3. Dimensional drawings or shop drawings, as applicable.

4. Other information necessary for the Project Engineer to determine compliance with the specifications.

E. Identify variations from the contract documents and product or system limitations that may be detrimental to successful performance of the completed work.

F. Revise and resubmit submittals as required and identify all changes made since previous submittal.

G. Distribute copies of reviewed submittals to concerned parties (i.e. suppliers, sub-contractors). Instruct parties to promptly report inability to comply with requirements.

H. Submit written communication of any inability to comply with the Project Engineer’s comments.

Submittal Procedures 01330 - 2

I. Submit information to the Project Engineer at least three weeks in advance of the work to be performed.

J. Approval of submittals must be provided by the Project Engineer prior to installation of materials and process of any payments for the materials.

K. Approval of any submittal does not relieve responsibility for completion of the work in accordance to the plans and specifications.

Quality Requirements 01430 - 1

SECTION 01430 – QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes prerequisites and procedures, installer qualifications, control of installation, and manufactures field services to ensure the quality of the work.

1.2 SUBMITTALS

A. Contractor Name and License Number

B. Subcontractor(s) Name and License Number

C. Name or names of the “Competent Person” in charge of safety on the jobsite, as defined by the OSHA Industry Standard 29 CFR 1926.

1.3 INSTALLER QUALIFICATIONS

A. Perform Work under the direction of personnel licensed by the state and/or reservation having jurisdiction.

B. If Work being completed is not regulated by the state and/or reservation, submit literature from the manufacturer, independent representative of the manufacturer, and/or supplier indicating the Contractor or Subcontractor’s ability to complete installation based on past experience or formal training.

1.4 CONTROL OF INSTALLATION

A. Review materials for acceptability, in accordance with the approved submittals, when delivered to the site.

B. Store and handle materials to prevent damage.

C. Review materials, services, and workmanship to ensure that Work is performed in accordance with the specifications.

D. Comply fully with manufacturers’ instructions.

E. Should manufacturers’ instructions conflict with contract documents, request clarification from Project Engineer before proceeding.

F. Should the finished product or method of completion differ in any way from the manufacturer’s written instructions or the specifications, request approval in writing from the Project Engineer before proceeding.

G. Correct defective Work to the satisfaction of the Project Engineer.

Quality Requirements 01430 - 2

1.5 FIELD QUALITY CONTROL

A. Concrete Testing

1. Third party concrete testing laboratory retained by the Contractor.

a. In accordance with Section 03100.

b. Provide Project Engineer with copies of all test reports.

B. Tank Painting Inspection

1. Third party paint inspection company hired by the Contractor.

a. Inspect the steel preparation and painting (including shop priming) on a daily basis.

b. Ensure coatings are being applied as specified herein and/or according to the paint manufacturer’s recommendations.

c. Grant access to all areas of the coating process to paint inspector.

1.6 MANUFACTURER’S FIELD SERVICES

A. Provide reports on observations and documentation of workmanship to the Project Engineer within 30 days of visit for review where manufacturers’ field services are provided.

1.7 WARRANTY

A. Provide a minimum one (1) year warranty for all materials and labor, covering defects in the materials or deficiencies resulting from contractor installation.

B. Provide additional warranties as required under other sections.

C. Warranty takes affect starting the date of substantial completion.

Staking and Construction Surveying 01720 - 1

SECTION 01720 – STAKING AND CONSTRUCTION SURVEYING

PART 1 - GENERAL

1.1 SUMMARY

A. This section outlines the staking and surveying work related to provide reference points in the field. Section clarifies staking provided to the Contractor and Contractor’s responsibilities.

B. Construction Surveys establish “control stakes” for basic line and grade used for project construction.

1. Control stakes are used to check work for contract compliance.

C. Set supplemental “working stakes” from control stakes when needed.

1. Working stakes are used to perform the work and are provided by the contractor.

1.2 STAKING PROVIDED TO THE CONTRACTOR

A. Water Main, Force Main and Appurtenance Staking

1. Offset of Horizontal or Centerline staking (approximately every 100 feet).

2. Appurtenance (gate valve, fittings, fire hydrant, etc.) staking on center.

B. Sewer Main and Appurtenance Staking.

1. Manhole staking on center with two offsets including elevations.

C. Project Benchmarks

1. Hubs for vertical control will be placed at various points throughout project.

2. Hubs for horizontal control (at least one per project).

1.3 CONTRACTOR’S RESPONSIBILITY

A. Notify the Project Engineer at least fourteen (14) calendar days in advance of the times and places that staking will be needed.

B. Set supplementary staking, grade staking, offsets, cut stakes, temporary bench marks, and control points necessary for contractor to complete the work in accordance with the plans and specifications.

C. Provide all staking materials for contractor supplementary staking to include hubs, lath, flagging, paint and other material needed to provide construction staking.

Staking and Construction Surveying 01720 - 2

D. Request clarification from the Project Engineer regarding conflicts before proceeding with installation of facilities.

E. Preserve all offset and reference staking, until such time as the pipeline or other facilities are installed.

F. Reference stakes needing replacement due to Contractor error or negligence must be replaced by Contractor, at no cost to the contract.

G. All permanent survey points/markers (i.e. property corners) and bench marks not directly in the line of work shall be preserved.

H. Replace all permanent survey markers disturbed or destroyed using a Professional Land Surveyor, at no cost to the contract.

I. Provide evidence of reestablishment of permanent survey markers to the Project Engineer and copy of stamped and approved monument re-establishment documentation from the appropriate jurisdiction (state, BIA, etc.).

Closeout Procedures 01770 - 1

SECTION 01770 – CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes information on closeout procedures and final cleanup.

1.2 CLOSEOUT PROCEDURES

A. Submit written certification that work is fully completed in accordance with contract documents and ready for final inspection at least five (5) working days prior to pre-final inspection.

B. Provide warranties, approved Operation & Maintenance Manuals, and approved record documents (e.g. as-built drawings) to the Project Engineer within ten (10) days after date of substantial completion or 5 working days prior to the pre-final inspection (whichever is sooner).

1.3 PRE-FINAL CLEANING

A. Complete pre-final clean-up prior to inspection.

B. Remove waste and surplus materials, rubbish, and construction facilities from the site.

1.4 PRE-FINAL INSPECTION

A. A pre-final inspection of the facilities shall be conducted, at a minimum, by the Project Engineer and the Contractor.

B. Inspect all facilities installed under the Contract.

C. Complete the requirements listed in Closeout Procedures Section 1.2 prior to the pre-final inspection.

1.5 PRE-FINAL PUNCH LIST

A. Any deficiencies noted at the pre-final inspection will be communicated to the Contractor through a letter from the Contract Manager or the Project Engineer.

B. Correct all deficiencies identified prior to scheduling a Final Inspection.

C. Full payment will not be made until all requirements of this section are met.

Closeout Procedures 01770 - 2

D. Contractor shall submit written certification that all pre-final punch list items have been completed in accordance to the contract documents and ready for final inspection at least five (5) working days prior to final inspection.

1.6 FINAL INSPECTION

A. Final inspection of all the facilities provided will be conducted, at a minimum, with the Owner, Project Engineer, and the Contractor.

B. Scheduling of the final inspection will not be allowed until all deficiencies listed in the pre-final punch list are corrected to the Project Engineer’s satisfaction.

1.7 FINAL PAYMENT

A. Deficiencies noted during the final inspection will be communicated to the Contractor through a letter from the Contract Manager or Project Engineer.

B. Correction of all deficiencies will be required prior to the final payment being processed.

C. Final Payment will follow the procedures outlined in Section 01270 Price and Payment and require the Contractor to sign a release of claims for the contract.

Project Record Documents 01781 - 1

SECTION 01781 – PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This section describes the requirements for closeout submittals including, record drawings, warranty information and general operation and maintenance information.

1.2 DELIVERY

A. Provide all closeout submittals meeting these requirements and any specific requirements of each section.

B. Closeout submittals must be received prior to final payment.

C. All closeout submittals must be received in a correct and complete manner before final payment can be made. If material is deficient, the deficiencies will be indicated in punch lists.

1.3 DEFINITIONS

A. Record Drawing: A drawing showing the actual installation of facilities, showing changes from the plans, and showing detail enough that future persons can readily locate all objects.

B. Ties: Measurements from permanent easily located objects to an installed object.

PART 2 - PRODUCTS (N/A)

PART 3 - EXECUTION

3.1 RECORD DRAWINGS

A. Provide record data in one of the following manners:

1. On a set of project drawings, neatly draw tie measurements and changes from the original design.

2. On separate 8½ X 11 sheets, neatly draw site sketches, structure sketches, etc., indicating the necessary information.

B. Provide three (3) swing tie measurements to all buried utility objects that may need to be located in the future, including, but not limited to:

1. Gate valves

2. Corporation stops

Project Record Documents 01781 - 2

3. Curb stops

4. Water main fittings

5. Couplings to existing water systems.

6. Cleanouts

7. Sewer wyes

8. Utility crossings

9. Septic tank manholes and access covers.

10. Corners of drainfields

C. Provide offset measurements for buried utilities (e.g. water main) installed parallel to roads or other known utilities.

D. Provide revised elevation data for all items that have elevations shown on the plan drawings, including, but not limited to, the following:

1. Manhole inverts (inlet and outlet)

2. Manhole rims

3. Lift station invert

4. Lift station top

5. Lift station pipe penetrations

6. Float elevations

7. Septic tank elevations

8. Depth of installation of Individual septic systems

9. Elevations of pipe entering and leaving structures

10. Elevation of sewer service line stub (if terminated at…