addendum notice - heart of america chapter documents 2017/nabholz jefferson...bid captain: michael...

Nabholz Construction

1707 E 123rd Terrace, Olathe, KS 66061

Job No.: 08-18-3056

Project: Jefferson City Second High School for Jefferson City Public School District

315 E Dunklin Street, Jefferson City, MO 65101

Bid Date & Time: November 29, 2017 @ 10:00 AM

Bid Captain: Michael Feamster / Preston Moore

ADDENDUM NOTICE

Addendum Number: 1

Please see attached documentation

Acknowledgement of all addenda is a requirement of the bid process. Please acknowledge this and all addenda on

page 4 of the Form of Proposal.

Should you have any questions concerning this project, please contact the Bid Captain noted above.

of 2 Invitation to Bid 002.01

Rev 2 – Fabruary 2017

1707 E 123RD TERRACE, OLATHE, KS 66061

Job No 08-18-3056 Project SECOND HIGH SCHOOL for JEFFERSON CITY PUBLIC SCHOOLS

MISSION DRIVE & HWY 179 Bid Date 29-November-2017 Bid Location District Office Board Room 315 E Dunklin Street, Jefferson City, MO 65101 Bid Captain MICHAEL FEAMSTER / PRESTON MOORE

Nabholz Construction Corporation is accepting Subcontractor and Supplier proposals for the Jefferson City Public Schools Second High School. Nabholz invites you to bid on any Bid Package in which you specialize. All bid proposals received shall be submitted in accordance with the requirements of the Construction Manager’s Manual (the “CM Manual”). Bid Packages will be due at the following times:

10:00 AM Bid Package 31.10.00 Site Clearing, Grubbing, and Temporary Entrances

Plans and bidding documents will be available after November 6, 2017. Plans will be available for viewing or purchase at the following locations.

Building Connected - [email protected] https://app.buildingconnected.com/login

ABC Heart of America Plan Room - 816-994-5990 http://www.abcksmo.org/en-us/businessdevelopment/bidnotificationservice.aspx

The Builder’s Association Plan Room - 816-531.4741 https://www.buildersassociation.com/WCM/Plan_Room/WCM/_PlanRoom/Plan_Room.aspx?hkey=88f4960d-8355-4746-9a12-8c13c7331d9b

Drexel Technologies Plan Room - 913-371-4430 http://planroom.drexeltech.com/View/Default.aspx

A brief description of the Project is as follows: Approximately 250,000 Square, brand new, three-story high school on an undeveloped site. This is a steel and precast structure either on spread footings or helical piers. This brand new facility will have high end finishes, exposed ceilings, and mixed HVAC systems including VRF systems and roof top units.

Note that Project funding requires Subcontractors and Suppliers to comply with the Davis-Bacon Act wage rates.

mailto:[email protected]

https://app.buildingconnected.com/login

http://www.abcksmo.org/en-us/businessdevelopment/bidnotificationservice.aspx

https://www.buildersassociation.com/WCM/Plan_Room/WCM/_PlanRoom/Plan_Room.aspx?hkey=88f4960d-8355-4746-9a12-8c13c7331d9b

https://www.buildersassociation.com/WCM/Plan_Room/WCM/_PlanRoom/Plan_Room.aspx?hkey=88f4960d-8355-4746-9a12-8c13c7331d9b

http://planroom.drexeltech.com/View/Default.aspx

of 2 Invitation to Bid 002.01

Rev 2 – Fabruary 2017

Pre-Bid Meetings: Since this project contains multiple bidding phases, there will be multiple pre-bid meetings for

each bid day, but does may not apply to all bid days. Pre-bid meetings will be confirmed via addendum. Pre-bid meetings are scheduled according to Bid Package and are limited in size to provide more in-depth discussion of specific project requirements, bid instructions, etc. See schedule below. Attendance is not mandatory, but is strongly encouraged and will be considered in final evaluation of bid proposals.

Nabholz will use the standard Master Contract, Project Contract, and any amendments thereto, collectively, (the “Subcontract”), for all Subcontractors. Construction Manager will use standard Purchase Order (“PO”) for all Suppliers.

Copies of these documents are available in electronic or hard copy upon request. We may also require performance and payment bonds for Subcontractors using Consensus Docs 706 and 707 by an acceptable surety company, or require other forms of surety.

All safety regulations, including, federal (OSHA), state, and local, Construction Manager policy, and Subcontract or Purchase Order shall be required of all personnel on the Project including Subcontractors, Suppliers, and second tier Subcontractors and Suppliers. See Section 007 Health and Safety Requirements in CM Manual. In addition, Construction Manager will enforce a NO SUBSTANCE ABUSE policy, and will not permit the use of tobacco on the Project site.

Nabholz is an AA/EOE. All Women Owned Businesses (WBE), Minority Owned Businesses (MBE), and Disadvantaged Business Enterprises (DBE), including women, minority, disabled or veteran-owned business, are encouraged to submit a proposal or bid. Nabholz Construction Services Jamie Lancaster Precon Assistant

RFI Responses Will you be holding a pre-bid meeting for this bid package? No pre-bid meeting will be held. Bidders are encouraged to go walk the site on their own time and submit any questions for differing conditions. What permits are required for this scope of work? Coordination of permits carried by others is included as may be applicable to this scope of work Scope Item B17- Refers to an underground utility system. Not shown on plans and doesn't seem to match our scope. Please clarify. This is not a requirement for this project and is to be removed from this bid package Scope Item B22 - Temporary Parking Lot - Where do you want this? Would this take place after grading, therefore in another package? This requirement is part of this package and should be carried as an allowance for CM to locate at a future time. Scope item C7 - 4" of 1" Clean in all low areas - where exactly does this go?, how do you quantify or identify these areas? Detail C-6 on C0.2 requires this rock as a facing on the flow side of the mulch berms in low areas that are not drainage ditches Scope Item C10 - Please provide Geotech Report Geotechnical Report dated 9/7/17 has been included in this Addendum as well as additional information dated 11/16/17 titled Geotech Addendum 1. Scope item C12 - Curb Cut - Repouring the curb cut will take place long after this scope is completed. Can this be done by others for means of closing out this contract? Yes, repouring of identified curb cuts will be completed by the site concrete package. Care is to be taken to preserve existing curbs not shown to be removed. Will seeding and mulching be required? No, see erosion control notes on sheet C0.2 How do you foresee the transfer of responsibility for the SWPPP and LD permit upon completion of this scope? The SWPPP maintenance required for the Clearing & Grubbing is to be carried as a requirement of this package until the Earthwork package has mobilized and will transfer completely to that package at that time. Assume an Earthwork mobilization date of 2/20/2018 for the transfer timeframe and include a weekly unit price for SWPPP maintenance should this need to be extended. Who will be making the call on the 12” trees to be kept? Some of the trees of that size are good but some are junk. Are we to make that determination to get the owner the best timber down and set aside or will there be a third party making that decision? Coordination with CM superintendent and District staff is to be completed as work progresses, however contractor shall use their own judgement if schedule will be impacted.

009.31.01 Clearing, Grubbing, and Temporary Entrances Exhibit A

Rev 2 – February 2017 Clearing, Grubbing, and Temporary Entrances 009.31.01

As noted below, Subcontractor shall be responsible for the following project-related activities and Scope of Work in accordance with the requirements of the specifications, drawings, and CM Manual. Furnish all labor and supervision required to complete the work of this package. Unless noted otherwise, furnish all equipment, materials, supplies, tools, scaffolding, hoisting, transportation, unloading, and handling necessary for the proper installation and completion of this work.

APPLICABLE SPECIFICATIONS

Include work normally associated with trade whether referenced in these sections or not:

Refer to C0.1 and C0.2

Geotechnical Report by Gredell Engineering Resources, Inc. dated 07 September, 2017

Geotechnical Report – Addendum 01 by Gredell dated 16 November, 2017

SCOPE OF WORK Includes, but is not necessarily limited to:

Section A: Reference Section 009.01 General Scope Requirements

Section B: Trade-Specific Requirements

1. Coordinate the procurement of all paperwork, permits, fees, and bonds necessary for the work covered under this agreement, bearing all cost associated. This must conform to all governmental regulations inclusive of and required by City, County, State, or other jurisdictions having governance.

2. This bid package is intended to be all inclusive of labor, material, and equipment required for clearing, grubbing, and temporary construction entrances as required by the Construction Documents for a complete project.

3. CM to establish benchmarks and control. This package is reponsibile for procuring a professional surveyor to establish and set all elevations associated to clearing, grubbing, swppp, initial earthwork, initial storm piping, and temporary construction entrances under this scope of work. Provide all site layout and engineering required including maintenance of such.

4. Provide as-built site drawings documented by professional surveyor that will in turn be used for topographical survey.

5. Maintain storm water prevention plan in accordance with requirements of the City, County, State, or other jurisdictions having governance.

6. Provide erosion control, maintenance of positive site drainage, and dewatering as it relates to the work.

7. Provide all barricades, excavation protection, traffic control, and flagmen as necessary for the work. 8. Provide, maintain, and remove protection around all trees to be saved using orange safety netting.

Provide any necessary protection for those trees that are to remain for the duration of the project. This package shall only be responsible during this package’s phase of work.

9. Provide all site clearing, grubbing, tree and stump removal, hauling, and dumping. 10. Temporary works shall be included in this package over ruts or areas of disturbed earth due to

clearing and grubbing site. All areas disturbed by construction activities shall be re-graded and backfilled.

11. Remove any existing concrete structures such as existing slabs, foundations, curb and gutter, or other similar existing structures so as to facilitate new construction.

12. Provide watering/water trucks as required to control dust. 13. Damage to existing utilities and utility structures as a result of this package will result in cost

associations to this package. 14. Do not interrupt existing utility serving occupied or operating facilities, except when authorized in

writing by Owner and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to governing authorities.

15. Clearing limits as set forth within the construction documents



16. Temporary Entrances to be constructed as per drawings including but not limited to 6” Type 1 Base and Min 18” Compacted Shot Rock.

17. Provide complete underground system from utility service main to location at building or as noted. 18. Clean up site and adjoining streets while working onsite. Power wash all paving, drives and walks at

the end of project. Remove and legally dispose off site of all debris associated with this trade package. Do not use dumpsters.

19. Field engineering and site layout required to perform this scope of work. 20. All permits, fees, and right of way bonds required to form this work. 21. Responsible for maintaining and constructing temporary construction roads during this phase of

work. 22. Temporary parking lot to be included in this package with 6” gravel base (1” clean rock) on geotech

fabric for roughly 25,000 SF.

Section C: Project-Specific Requirements

1. All 12” or greater Hardwood Trees are to be felled, limbed, and stacked for future, salvagable use in an area designated by the CM.

2. Shot Rock fill as indicated. 3. All Mulch Berms as indicated. 4. CMP at Construction Entrance as indicated. 5. Rip Rap as indicated. 6. Rock Ditch Checks as indicated . 7. Minimum 4” of 1“ Clean Rock in all Low Areas which are not drainage ditches. 8. Mulch Berms with concentrated flows as indicated. 9. All debris from Timber will be mulched on site for berms unless Note 1 concerning Hardwood Trees

applies. Absolutely NO burning of debris on site. 10. Refer to Geotechnical Report as applicable to this Bid Package. 11. Include submission of existing conditions photos of the site to be disturbed to the CM before any

work begins. Approval from the CM is required before starting work. 12. Curb Cut includes: all saw cutting, demolition, hauling away, permitting process and fees, and

repour.

Section D: Project-Specific Exclusions

1. Sales Tax 2. Permit Costs

Section E: Alternate Pricing

1. None

Section F: Unit Pricing 1. Provide unit prices for the following:

a. Shot Rock Undercut and remove from jobsite existing soils deemed by Soils Engineer to be unsuitable for reuse, measured as in-place yardage.

b. Excavate and remove from jobsite mass rock quantity, measured as in-place yardage. c. Additional Rock Reinforcing (Detail C-7 on C0.2) for mulch berms at concentrated

flows not identified on the drawings d. Weekly SWPPP Maintenance costs for any weeks beyond 2/20/2018



Section G: Procurement/Schedule

1. Contractor shall mobilize within 10 days of Letter of Intent and as coordinated with Construction Manager for start of work

2. Total Duration for all work to be completed is 20 days 3. It is understood that work under this package is driving the completion of the rest of the

design and efforts are to be made to help the design team gain access and coordinate location of work to accelerate those design vairiables.

END OF PACKAGE

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PROJECT NAME REVISION

SHEET #FILE NAME

GREDELL Engineering Resources, Inc.ENVIRONMENTAL ENGINEERING LAND - AIR - WATER

1505 East High Street Telephone: (573) 659-9078Jefferson City, Missouri Facsimile: (573) 659-9079

MO CORP. ENGINEERING LICENSE NO. E-2001001669-D

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JCPS MISSION DRIVE HIGH SCHOOLTHE ARCHITECTS ALLIANCE

SITE LOCATION MAP 9/2017 MISSION DRIVE HIGH SCHOOL

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EXPLORATION PLAN 9/2017 MISSION DRIVE HIGH SCHOOL

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(c) 2015 Transoft Solutions, Inc. All rights reserved.

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NOTES:1. STRIP EXISTING SOIL TO FIRST CONTACT WITH BEDROCK.2. CUT SOIL SLOPE BEYOND TO DRAIN.3. CONSTRUCT CONTROLLED ROCK FILL PER GEOTECHNICAL REPORT

RECOMMENDATIONS.

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Boring Sample Depth (ft)Water

ContentUSCS LL PL PI

TP1 S1 1.5 - 2.4 22

TP1 S2 2.4 - 3.6 40 CH 84 32 52

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Atterberg Limits

Summary of Laboratory Test Results

JCPS Mission Drive High School

The Architects Alliance

Prepared by:

GREDELL Engineering Resources, Inc. September 2017

NE Not EncounteredNA Not ApplicableCFA Continuous Flight AugersHSA Hollow Stem Augers

Notes:

Symbol Description

Silt

Gravelly Clay

Clay

Limestone

Chert

Clayey Gravel

Silty Gravel

Shale

Sandstone

Misc. Symbols

Penetrometer

Torvane

Soil Samplers

Bulk/Grab sample

GREDELL Engineering Resources, Inc.

KEY TO SYMBOLSJCPS Mission Drive High School

0.0

1.5

2.4

2.8

3.63.8

624

622.5

621.6

621.2

620.4620.2

SILT: Dark brown, moist, soft, with roots.

GRAVELLY CLAY: Brown, moist, firm,limestone gravel, trace roots.

CLAY: Brown, moist, firm, with limestonegravel.

LIMESTONE: Yellow, dry, hard.Test Pit terminated at 3.8 feet in Limestone dueto practical refusal.

S1

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4084

GREDELL EngineeringResources, Inc. TEST PIT LOG TP1

JCPS Mission Drive High School LOCATION: See Plan of Test Pit LocationsJefferson City, MO ELEVATION: 624.0 ft DATUM: CMPS SurveyCLIENT: The Architects Alliance DATE EXCAVATED: 08-02-17

OPERATOR: Twehous WATER LEVELS: DURING EXCAVATION - FEET

EQUIPMENT: Cat 308E y PIT DRY AT COMPLETION OF EXCAVATION

BUCKET SIZE: 24" AT - FEET AFTER - HOURS

LOGGED BY: KH AT - FEET AFTER - HOURS

BACKFILLED WITH: spoils COMPLETION DEPTH 3.8 FEET

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ONLY; ACTUAL CHANGES MAY BE

GRADUAL OR MAY OCCUR BETWEEN

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CLAY: Brown, moist, firm, some gravel andboulders.

GRAVELLY CLAY: Reddish brown, moist,firm.

CLAY: Reddish brown, moist, firm.

LIMESTONE: Light yellow, dry, hard.Test Pit terminated at 4.3 feet in Limestone dueto practical refusal.

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734733.8

SILT: Brown, dry, soft, with roots. - trace roots.

CLAY: moist to dry, hard, trace roots, tracesandstone gravel, friable.

CHERT: Light yellowish gray, moist, hard,weathered, very fractured, consisting of graveland trace cobbles.


S1

114.5








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SAMPLES.

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0.0

0.3

1.1

4.0

5.05.1

739.5

739.2

738.4

735.5

734.5734.4

SILT: Brown, dry, soft, with roots.CLAY: Brown, dry, firm, with gravel, tracecobbles, trace roots, friable.

CHERT: Light yellow to gray, dry, hard,weathered, very fractured, consisting of graveland trace cobbles.

CLAYEY GRAVEL: Reddish brown, moist,hard, with black staining and gray chert gravel,friable.









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SAMPLES.

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0.0

0.9

2.52.8

3.1

3.7

4.84.9

739.5

738.6

737736.7

736.4

735.8

734.7734.6

CLAY: Brown, moist, soft, with roots, organic.

CHERT SANDSTONE CONGLOMERATE:Light brown and gray, dry, firm to hard, withfriable clay.

CLAY: Brown, moist, firm, trace gravel, traceblack mottles. - mottles.

CLAYEY GRAVEL: Brown, moist, firm.

LIMESTONE: Light yellow, dry, hard cherty.Test Pit terminated at 4.9 feet in Limestone dueto practical refusal.

S139

114








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SAMPLES.

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1.3

2.6

3.0

3.3

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712.7

711.4

711

710.7

SILT: Brown, moist, soft, with roots. - trace roots.

CLAY: Brownish red, moist, hard, with gravel.


S1

28117

4.5








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SAMPLES.

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4.0

6.3

9.0

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742.5

740.2

737.5

SILT: Brown, dry, soft, with roots. - trace roots.

GRAVELLY CLAY: Reddish brown, moist,firm.

LIMESTONE: Gray, dry, soft, weathered.

Test Pit terminated at 9.0 feet in Limestone dueto practical refusal.








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1.3

2.4

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736.2

735.1

734.7

734.3734.1

CLAY: Brown, moist, soft to firm, with roots.

- trace roots.

GRAVELLY CLAY: Reddish brown, moist,firm, chert gravel.

CLAY: Brown, moist, firm, trace gravel.









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SAMPLES.

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5.3

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727.1


GRAVELLY CLAY: Reddish brown, moist,firm, chert gravel.

LIMESTONE: Light yellow, dry, hard.









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2.3

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7.6

9.19.3

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699.6

696.9

695.4695.2



GRAVELLY CLAY: Brown, moist, firm, chertgravel.


S1

17








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2.4

3.8

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653.6

652.2

651.9

SILT: Brown, moist, soft, with roots.

- firm, trace roots, trace gravel.

LIMESTONE: Yellow, dry, soft to hard, highlyweathered.

- hard, slightly weathered.









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630.3


- soft to firm, trace roots, trace gravel.


LIMESTONE: Yellow, dry, hard.









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679.7

678.5

677.8


GRAVELLY CLAY: Red, moist, firm, chertgravel.



S1

12








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660.3

659.7


- firm, trace roots.











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SAMPLES.

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1.9

3.84.0

672

671.6

670.1

668.2668

SILT: Brown, moist, soft, with roots. - soft to firm, trace roots.

GRAVELLY CLAY: Brown, moist, firm, chertand limestone gravel.









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SAMPLES.

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4.14.4

4.74.9

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703.7

701.4

700.4700.1

699.8699.6


SILTY GRAVEL: Brown, moist, firm, chertgravel.

CLAY: Red, dry to moist, firm, trace gravel.

SHALE: White, dry, soft, laminated, highlyweathered. - white/gray, hard.LIMESTONE: White, dry, hard.Test Pit terminated at 4.9 feet in Limestone dueto practical refusal.








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5.65.8

715.5715.2

714.4

712.6

709.9709.7



GRAVELLY CLAY: Reddish brown, chertgravel.


S1

20








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1.3

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729.7

728.8

727.8

725724.8


- firm, trace gravel, no roots.

GRAVELLY CLAY: Brown, moist, firm.

LIMESTONE: Light yellowish gray, dry, hard.Test Pit terminated at 6.2 feet in Limestone dueto practical refusal.

S1

114.5








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3.4

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695.5

693.1

692.6

692.2

690.1689.9


- trace roots.


GRAVELLY CLAY: Brown, moist, firm,limestone and chert gravel.

LIMESTONE: Light yellowish gray, dry, hard.Test Pit terminated at 6.1 feet in Limestone dueto practical refusal.








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1.2

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713.5713.2

712.3

711.3711.1











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690

689.2

688.8

CLAY: Brown, moist, soft, with limestonegravel, with roots.

LIMESTONE: Light yellow, dry, hard, mediumbedded, dip generally follows topography.Test Pit terminated at 1.2 feet in Limestone dueto practical refusal.








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SAMPLES.

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2.9

4.6

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696.4

695.6

694.8


GRAVELLY CLAY: Red, moist, firm, chert andlimestone gravel.

LIMESTONE: Yellow, dry, soft to hard, highlyweathered.

- hard.









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0.0

0.7

2.4

2.7

677.5

676.8

675.1

674.8


- firm, trace gravel, trace roots.









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0.4

3.6

5.3

652

651.6

648.4

646.7

GRAVELLY CLAY: Black, moist, soft, withroots, chert and limestone gravel. - red, firm, chert gravel.

SANDSTONE: Brown, dry, hard, mediumcoarse grained, poorly lithified.

Test Pit terminated at 5.3 feet in Sandstone dueto practical refusal.








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0.00.2

2.4

3.8

5.3

9.19.3

664663.8

661.6

660.2

658.7

654.9654.7


CLAY: Red, moist, firm, with gravel.

GRAVELLY CLAY: Red, moist, firm.

LIMESTONE: White, dry, hard.Test Pit terminated at 9.3 feet in Limestone dueto practical refusal.

S1

15








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0.8

1.5

2.3

3.03.2

698

697.2

696.5

695.7

695694.8


- trace roots.



S1

16








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0.4

1.7

2.7

3.0

715

714.6

713.3

712.3

712


CLAY: Brownish red, moist, firm, with gravel,trace roots.


S1

23








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0.8

1.1

656

655.2

654.9










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SAMPLES.

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1.2

3.1

3.7

4.34.5

672

670.8

668.9

668.3

667.7667.5



CLAY: Brown, moist, firm, trace limestonegravel, trace roots.


S1

2585








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SAMPLES.

of 1

0.0

0.7

3.1

4.44.6

705.5

704.8

702.4

701.1700.9


- firm, trace roots, trace chert gravel.










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SAMPLES.

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0.6

2.1

2.83.0

667.5

666.9

665.4

664.7664.5












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SAMPLES.

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