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1700 East Iron Ave. Salina, KS 67401 785-827-0433 phone 785-827-5949 fax Arizona California Colorado Kansas Louisiana Missouri Nebraska New Mexico Texas Utah 6 March 2018 ADDENDUM NO. 2 RE: City of Kingman, Kansas Wheatridge Addition WCI File: 16-600-505-01 To All Prospective Bidders: The Contract Documents for the referenced project are hereby amended in the following particulars only, with all other conditions remaining unchanged. Clarification: The only changes in this addendum are for the following changes: 1. Removal of the item for Remove and Relocate Car Port. This item is no longer part of this project. 2. Providing correct details for doweling concrete. B. PROJECT MANUAL 1. Section 00410, Bid Form, Pages 00410-1 thru 00410-7: REPLACE the entire Bid Form from the Project Manual with the attached Bid Form. C. DRAWINGS 1. Replace the following Drawings: STREETS: 3, 5, 19 All changes to the sheets have been identified with clouds. This ADDENDUM is hereby made a part of the Bidding Documents to the same extent as though contained in the original documents. Work to be included shall not be limited to narrative description contained herein, but shall also include adjustments or revisions to other work not mentioned, in order to accomplish the Work described. Each Bidder shall acknowledge receipt of this ADDENDUM in the space provided on the Bid Form. WILSON & COMPANY Brian Spano Project Manager

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Page 1: Arizona California Colorado Kansas - Wilson & Company...28 38"x24" Storm Sewer Pipe (RCPHE) in place L.F. 293 29 30" Storm Sewer Pipe (CPP) in place L.F. 239 30 30" End Section (CPP)

1700 East Iron Ave. Salina, KS 67401 785-827-0433 phone 785-827-5949 fax

Arizona California Colorado Kansas Louisiana Missouri Nebraska New Mexico Texas Utah

6 March 2018

ADDENDUM NO. 2

RE: City of Kingman, Kansas

Wheatridge Addition

WCI File: 16-600-505-01

To All Prospective Bidders:

The Contract Documents for the referenced project are hereby amended in the following particulars only,

with all other conditions remaining unchanged.

Clarification: The only changes in this addendum are for the following changes:

1. Removal of the item for Remove and Relocate Car Port. This item is no longer part of this

project.

2. Providing correct details for doweling concrete.

B. PROJECT MANUAL

1. Section 00410, Bid Form, Pages 00410-1 thru 00410-7:

REPLACE the entire Bid Form from the Project Manual with the attached Bid Form.

C. DRAWINGS

1. Replace the following Drawings:

STREETS: 3, 5, 19

All changes to the sheets have been identified with clouds.

This ADDENDUM is hereby made a part of the Bidding Documents to the same extent as though contained in

the original documents. Work to be included shall not be limited to narrative description contained herein, but

shall also include adjustments or revisions to other work not mentioned, in order to accomplish the Work

described.

Each Bidder shall acknowledge receipt of this ADDENDUM in the space provided on the Bid Form.

WILSON & COMPANY

Brian Spano

Project Manager

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-1

SECTION 00300

BID FORM

Wheatridge Addition

City of Kingman, Kansas

1. BID RECIPIENT.

1.1 This Bid is submitted to:

City of Kingman, Kansas

324 N. Main

Kingman, KS 67068

1.2 The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an

Agreement with OWNER in the form included in the Bidding Documents to perform and furnish

all Work as specified or indicated in the Bidding Documents for the prices and within the times

indicated in this Bid and in accordance with the other terms and conditions of the Bidding

Documents.

2. BIDDER’S ACKNOWLEDGEMENTS

2.1 BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without

limitation those dealing with the disposition of Bid security. This Bid will remain subject to

acceptance for sixty (60) days after the Bid opening, or for such longer period of time that

BIDDER may agree to in writing upon request of OWNER. Bidder will sign and submit the

Agreement with the Bonds and other documents required by the Bidding Requirements within

fifteen days after the date of OWNER's Notice of Award.

3. BIDDER’S REPRESENTATIONS

3.1 In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement that:

3.1.1 BIDDER has examined and carefully studied the Bidding Documents, other related data

identified in the Bidding Documents, and the following Addenda, receipt of which is

hereby acknowledged:

Addendum No. Addendum Date

3.1.2 BIDDER has familiarized itself with the nature and extent of the Bidding Documents and

visited the Site and become familiar with and is satisfied as to the general, local, and Site

conditions that may affect cost, progress, and performance of the Work.

3.1.3 BIDDER is familiar with and is satisfied as to all Laws and Regulations that may affect

cost, progress, and performance of the Work.

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-2

3.1.4 BIDDER has carefully studied all: (1) reports of explorations and tests of subsurface

conditions at or contiguous to the Site and all drawings of physical conditions relating to

existing surface or subsurface structures at the Site (except Underground Facilities) that

have been identified in SC-4.02 as containing reliable "technical data," and (2) reports

and drawings of Hazardous Environmental Conditions, if any, at the Site that have been

identified in SC-4.06 as containing reliable "technical data."

3.1.5 BIDDER has considered the information known to BIDDER; information commonly

known to contractors doing business in the locality of the Site; information and

observations obtained from visits to the Site; the Bidding Documents; and the Site-

related reports and drawings identified in the Bidding Documents, with respect to the

effect of such information, observations, and documents on (1) the cost, progress, and

performance of the Work; (2) the means, methods, techniques, sequences, and

procedures of construction to be employed by BIDDER, including applying the specific

means, methods, techniques, sequences, and procedures of construction expressly

required by the Bidding Documents; and (3) BIDDER’s safety precautions and programs.

3.1.6 Based on the information and observations referred to in Paragraph 3.1.5 above,

BIDDER does not consider that further examinations, investigations, explorations, tests,

studies, or data are necessary for the determination of this Bid for performance of the

Work at the price(s) bid and within the times required, and in accordance with the other

terms and conditions of the Bidding Documents.

3.1.7 BIDDER is aware of the general nature of work to be performed by OWNER and others

at the Site that relates to the Work as indicated in the Bidding Documents.

3.1.8 BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities, or

discrepancies that BIDDER has discovered in the Bidding Documents, and the written

resolution thereof by ENGINEER is acceptable to BIDDER.

3.1.9 The Bidding Documents are generally sufficient to indicate and convey understanding of

all terms and conditions for the performance of the Work for which this Bid is submitted.

4. BIDDER’S CERTIFICATION

4.1 BIDDER certifies that:

4.1.1 This Bid is genuine and not made in the interest of or on behalf of any undisclosed

individual or entity and is not submitted in conformity with any collusive agreement or

rules of any group, association, organization, or corporation;

4.1.2 BIDDER has not directly or indirectly induced or solicited any other BIDDER to submit

a false or sham Bid;

4.1.3 BIDDER has not solicited or induced any individual or entity to refrain from bidding;

and

4.1.4 BIDDER has not engaged in corrupt, fraudulent, collusive, or coercive practices in

competing for the Contract. For the purposes of this Paragraph 4.1.D:

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-3

a. “corrupt practice” means the offering, giving, receiving, or soliciting of anything

of value likely to influence the action of a public official in the bidding process;

b. “fraudulent practice” means an intentional misrepresentation of facts made (a) to

influence the bidding process to the detriment of OWNER, (b) to establish bid

prices at artificial non-competitive levels, or (c) to deprive OWNER of the benefits

of free and open competition;

c. “collusive practice” means a scheme or arrangement between two or more

BIDDERS, with or without the knowledge of OWNER, a purpose of which is to

establish bid prices at artificial, non-competitive levels; and

d. “coercive practice” means harming or threatening to harm, directly or indirectly,

persons or their property to influence their participation in the bidding process or

affect the execution of the Contract.

5. BASIS OF BID

5.1 BIDDER will complete the Work including all equipment, materials, labor and installation for

the following Total Base Bid Contract Price on the estimated quantities and the BIDDER

provided Unit Prices included in Attachment A in accordance with the Contract Documents:

TOTAL BASE BID CONTRACT PRICE:

(written)

Dollars ($ ).

Unit Prices have been computed in accordance with Paragraph 11.03.B of the General

Conditions.

BIDDER acknowledges that estimated quantities are not guaranteed, and are solely for the

purpose of comparison of Bids, and final payment for all unit price Bid items will be based on

actual quantities, determined as provided in the Contract Documents.

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-4

BID FORM ATTACHMENT A : WHEATRIDGE ADDITION

BASE BID PRICES:

Bid

ItemItem Description Unit

Estimated

QuantityUnit Price Amount

Sewer Improvements

Sanitary Sewer Materials

1 8" Sanitary Sewer Pipe in Place L.F. 1,342

2 Standard Manhole 0'-6' (4' Dia.) EA 6

3 Additional Depths of Manhole (4' Dia) V.F. 31

4 4" Service Line L.F. 892

5 Additional for Wye Fittings *8"x4") EA 23

Trench Excavation and Backfill

6 8'-10' Trench Excavation and Backfill L.F. 359

7 10'-12' Trench Excavation and Backfill L.F. 409

8 12'-14' Trench Excavation and Backfill L.F. 199

9 14'-16' Trench Excavation and Backfill L.F. 375

Miscellaneous

10 Connect to Existing Manhole EA 1

11 Connect to Existing Sewer Line EA 1

12 Remove and Replace Asphalt Pavement L.F. 64

13 Silt Fence Slope Barrier L.F. 2,080

14 Seeding AC 0.25

15 Temporary Construction Entrance w/ Washout EA 1

16 Traffic Control LS 1

17 Mobilization LS 1

18 Construction Staking LS 1

Subtotal

Water Improvements

Waterline Construction Items

1 8" Water Main in Place L.F. 788

2 8" Gate Valve and Box EA 4

3 3-Way Fire Hydrant EA 3

4 2" Water Meter Connection EA 20

5 2" HDPE Service Line L.F. 634

6 6" Tapping Sleeve and Valve EA 1

Miscellaneous

7 Seeding AC 0.40

8 Silt Fence Slope Barrier L.F 2,080

9 Traffic Control LS 1

10 Mobilization LS 1

11 Construction Staking LS 1

Subtotal

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-5

BID FORM ATTACHMENT A : WHEATRIDGE ADDITION (cont.)

BASE BID PRICES:

BID FORM ATTACHMENT A : WHEATRIDGE ADDITION (cont.)

Street Improvements

Earthwork

1 Unclassified Excavation C.Y. 6,088

2 Embankment (Compacted Fill Under Street) C.Y. 528

3 Loose Fill (All Fill Excluding Embankment) C.Y. 684

Street Materials

4 2" BM2 Asphalt Pavement (25% Rap) TONS 776

5 3" BM4 Asphalt Pavement (35% Rap) TONS 402

6 5" BM4 Asphalt Pavement (35% Rap) TONS 1,270

8 30" Standard Curb and Gutter L.F. 1,711

9 30" Layback Curb and Gutter L.F. 1,522

10 30" Inverted Curb and Gutter L.F. 697

11 7" Valley Gutter S.Y. 186

12 8" AB3 (Subgrade) S.Y. 8,815

13 3'-6" Valley Gutter L.F. 234

14 Type 1 Sidewalk Ramp EA 1

15 Type 2 Sidewalk Ramp EA 10

16 4" Concrete Sidewalk S.F. 8,790

17 Detectable Warning S.F. 110

Storm Sewer

18 Type 22 Curb Inlet EA 4

19 Type 22 Radius Curb Inlet EA 1

20 Standard Storm Sewer Manhole (5'-0" x 5'-0") EA 2

21 Standard Storm Sewer Manhole (5'-6" x 5'-0") EA 1

22 Standard Storm Sewer Manhole (6'-0" x 5'-0") EA 2

23 Standard Storm Sewer Manhole (7' x 5') EA 1

24 12" Storm Sewer Pipe (RCP) in place L.F. 116

25 15" Storm Sewer Pipe (RCP) in place L.F. 191

26 18" Storm Sewer Pipe (RCP) in place L.F. 359

27 30"x19" Storm Sewer Pipe (RCPHE) in place L.F. 39

28 38"x24" Storm Sewer Pipe (RCPHE) in place L.F. 293

29 30" Storm Sewer Pipe (CPP) in place L.F. 239

30 30" End Section (CPP) EA 1

31 Flume Inlet and Slope Drain EA 1

Miscellaneous

32 Remove Asphalt Pavement S.Y. 1,235

33 Remove Concrete S.Y. 273

36 Saw Cutting (full depth) L.F. 731

37 Remove Large Trees EA 3

38 Remove/Relocate Cedar Row EA 38

38 Relocate Bell and Flag Pole EA 1

39 Remove 18" CMP L.F. 27

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-6

BASE BID PRICES:

44 End of Roadway Signs EA 3

45 Concrete Parking Stop EA 6

46 Type "A" Compaction (See General Notes) L.F. 1,227

47 2" Irrigation Sleeve L.F. 423

48 4" Irrigation Sleeve L.F. 141

49 6" D50 Stone RipRap S.Y. 37

51 Curb Inlet Protection EA 10

52 Area Inlet Protecion EA 1

53 Seeding AC 3.0

54 Erosion Control Mat (WinterStraw SNG) S.Y. 3,962

55 Silt Fence Slope Barrier L.F. 3,157

56 Temporary Construction Entrance EA 1

57 Concrete Washout Area EA 1

58 Clearing and Grubbing LS 1

59 Traffic Control LS 1

60 Mobilization LS 1

61 Construction Staking LS 1

Subtotal

TOTAL BASE BID

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-7

5.01 ALTERNATES: The Owner reserves the right to accept or reject the following alternates. Upon

acceptance of the alternate(s) by the Owner, the named items shall be furnished as shown on the

Drawings and as specified. The Total Bid Price will be adjusted accordingly as shown in Attachment

B and/or C.

Alternate No. 1 – Sugar Street Improvements: Furnishing all labor, materials, and equipment

necessary to install additional Sugar Street Improvements as shown on the Drawings, and shall be paid

for by the unit prices installed as shown below. If owner accepts this alternate(s) the adjustments

indicated in Attachment B will be applied to the base bid.

Alternate No. 2 – Paving Material Changes: Furnishing all labor, materials, and equipment necessary

to modify the pavement materials as instructed on the Drawings, and shall be paid for by the unit

prices installed as shown below. In summary, the pavement for the parking lot will remain asphalt;

however, the pavement for the roads will change from asphalt to concrete. Attachment C indicates the

revised quantities of the material. The asphalt quantity and price in Attachment C will replace the

asphalt quantity and price in Attachment A. If owner accepts this alternate(s) the adjustments in

Attachment C will be applied to the base bid.

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-8

BID FORM ATTACHMENT B : WHEATRIDGE ADDITION _ SUGAR STREET IMPROVEMENTS

BASE BID PRICES:

Street Improvements

Earthwork

1 Unclassified Excavation C.Y. 303

2 Embankment (Compacted Fill Under Street) C.Y. 47

3 Loose Fill (All Fill Excluding Embankment) C.Y. 18

Street Materials

7 6" CONCRETE Pavement S.Y. 1,097

8 30" Standard Curb and Gutter L.F. 674

12 8" AB3 (Subgrade) S.Y. 1,360

Miscellaneous

34 Remove and Replace Concrete Entrance (6") S.Y. 180

35 Remove and Replace Gravel Surfacing (2" C.Y. 22

36 Saw Cutting (full depth) L.F. 32

50 Road Gravel C.Y. 23.0

TOTAL ALTERNATE COST

(+ indicates an add to the base bid; - indicates a deduct from the base bid)

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-9

BID FORM ATTACHMENT B : WHEATRIDGE ADDITION _ PAVEMENT MATERIAL CHANGES

BASE BID PRICES:

Street Improvements

Street Materials

4 2" BM2 Asphalt Pavement (25% Rap) TONS 327

5 3" BM4 Asphalt Pavement (35% Rap) TONS 402

6 5" BM4 Asphalt Pavement (35% Rap) TONS 146

7 6" CONCRETE Pavement S.Y. 3,706

TOTAL ALTERANATE COST

(the above cost will replace the cost for items 4-7 on the base bid; please note there is no item 7 on the base

bid as there is no concrete pavement for the base bid.)

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-10

6. TIME OF COMPLETION

6.1 Bidder agrees that the Work will be substantially complete within 210 calendar days after the

date when the Contract Times commence to run as provided in Paragraph 2.03 of the General

Conditions, and will be completed and ready for final payment in accordance with Paragraph

14.07 of the General Conditions within 210 calendar days after the date when the Contract Times

commence to run.

6.2 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to

complete the Work within the times specified above.

7. ATTACHMENTS TO THIS BID

7.1 The following documents are submitted with and made a condition of this Bid:

7.1.1 Required Bid security;

8. DEFINED TERMS

8.1 The terms used in this Bid which have the meanings assigned to them as defined in the Instruction

to BIDDERS, the General Conditions, and the Supplementary Conditions.

9. ADDRESS

9.1 Communications concerning this Bid shall be addressed to:

9.1.1 The address of BIDDER indicated below.

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-11

10. BID SUBMITTAL

10.1 This Bid is submitted by:

If Bidder is:

An Individual

Name (typed or printed):

By:

(Individual’s signature)

Doing business as:

A Partnership

Partnership Name:

By:

(Signature of general partner -- attach evidence of authority to sign)

Name (typed or printed):

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):______

By:

(Signature -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(CORPORATE SEAL)

Attest

Date of Qualification to do business in is ____/____/____.

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EJCDC C-300 Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

Bid Form 00300-12

A Joint Venture

Name of Joint Venture:

First Joint Venturer Name: (SEAL)

By:

(Signature of first joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

Second Joint Venturer Name: (SEAL)

By:

(Signature of second joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(Each joint venturer must sign. The manner of signing for each individual, partnership,

and corporation that is a party to the joint venture should be in the manner indicated

above.)

BIDDER's Business Address

Phone No. _____________________________________ Fax No.

E-mail ______________________________

SUBMITTED on , 20____.

END OF SECTION

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