10-Addendum No. 6.pdf

ADDENDUM NO. 6

November 9, 2026 Page 1 of 9

TO ALL PLANHOLDERS OF RECORD

This addendum is issued in accordance with the requirements of the Contract Documents prepared by Cranberry Township’s Engineering Department titled 2026-439 – Route 19 Waterline Replacement Project and shall be considered part of said Contract Documents.

A. Where any part of the Contract Documents are modified or voided by this Addendum, the unaltered portions shall remain in effect.

CHANGES TO THE CONTRACT DOCUMENTS

A. Article 1 – Bidding Documents:

1. REPLACE Bid Proposal in its entirety with the revised Bid Proposal with Addendum No. 6 noted in the footer. (8 page)

B. Article 2 – Instructions to Bidders

1. N/A

CHANGES TO THE TECHNICAL SPECIFICATIONS

A. N/A

CHANGES TO THE CONSTRUCTION DRAWINGS

A. N/A

Attachments:

- Revised Bid Proposal (8 pages)

END OF ADDENDUM NO. 6

A-2 Addendum No. 6

BID PROPOSAL

Proposal of (hereinafter called “Bidder”), organized and existing under the laws of the State of , doing business as

In compliance with your Invitation for Bids, Bidder hereby proposes:

Contract No. 2026-439 Route 19 Waterline Replacement Project

In strict accordance with the Contract Documents, within the time and conditions set forth herein, and at the prices stated below.

By submission of this Bid, each Bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, that this Bid has been made independently, without consultation, communication or agreement as to any matter relating to this Bid with any other Bidder or with any competitor.

Bidder hereby agrees to complete the contract on or before a date to be specified in the Notice to Proceed and to fully complete project within consecutive calendar days thereafter. Bid quotation must be made both in figures and words. All quantities are estimated. The Bid is a unit price/lump sum award Contract as calculated from the estimated quantities. The accepted contract amounts will be based on the estimated quantities and services to be provided. Payment will be made based upon the actual field measured quantities for each line item.

A-3 Addendum No. 6

Base Bid:

Item No. Description Unit EST

Quantity Bid Unit Price Bid Amount

1 Mobilization/Demobilization LS 1 $ $

2 Erosion & Sediment Controls LS 1 $ $

3 Connect to 8" Waterline with Tapping Sleeve & Valve EA 2 $ $

4 Connect to 12" Waterline with Tapping Sleeve & Valve EA 3 $ $

5 Remove Existing Fire Hydrant and Deliver to Township EA 4 $ $

6 Fire Hydrant Installation (Valve, Tee, Line and Hydrant) EA 5 $ $

7 1" Service Connection (Curb Box, Corp.

Stop, Bushing & Reconnection) EA 9 $ $

8 1" HDPE SDR-9 Service Line with Tracer Wire LF 110 $ $

9 2" Service Connection (Curb Box, Corp.

Stop, Bushing & Reconnection) EA 1 $ $

10 2" HDPE SDR-9 Service Line with Tracer Wire LF 20 $ $

11 1.5" Service Connection (Curb Box, Corp. Stop, Bushing & Reconnection) EA 1 $ $

12 1.5" HDPE SDR-9 Service Line with Tracer Wire LF 10 $ $

13 6" Service Connection (Curb Box, Corp.

Stop, Bushing & Reconnection) EA 3 $ $

14 Cut and Cap Existing 12" Waterline EA 4 $ $

15 Cut and Cap Existing 8" Waterline EA 2 $ $

16 Cut and Cap Existing 6" Waterline EA 3 $ $

17 2" Combination Valve in 4' Diameter Manhole EA 1 $ $

18 6" Resilient Wedge Gate Valve EA 2 $ $

19 8" Resilient Wedge Gate Valve EA 1 $ $

A-4 Addendum No. 6

No. Description Unit Est

Quantity Bid Unit Price Bid Amount

20 12" Resilient Wedge Gate Valve EA 4 $ $

21 8x8x6 Tee and 6" Valve EA 1 $ $

22 12x12x6 Tee EA 2 $ $

23 12x12x12 Tee EA 1 $ $

24 8x8x8 Tee EA 1 $ $

25 8x8x8 Tee and Three Valves EA 1 $ $

26 8x8x8 Tee and Two Valves EA 2 $ $

27 12"x8" Reducer EA 3 $ $

28 12" PVC C-900 DR-14 WATERLINE LF 2,200 $ $

29 8" PVC C-900 DR-14 WATERLINE LF 2,300 $ $

30 6" PVC C-900 DR-14 WATERLINE LF 20 $ $

31 Concrete Encasement LF 10 $ $

32 PA 2A Limestone Select Backfill Tons 48 $ $

33 AASHTO #57 Limestone Tons 864 $ $

34 Plain Cement Concrete Pavement, 9" Depth (PennDOT ROW) CY 157 $ $

35 19MM Binder Course, 4.5" Depth (PennDOT ROW) Tons 203 $ $

36 9.5MM Leveling Course, 1" Depth (PennDOT ROW) Tons 213 $ $

37 9.5MM Wearing Course, 1.5" Depth (PennDOT ROW) Tons 320 $ $

38 Saw Cut Asphalt Road LF 6,340 $ $

39 Remove and Replace Guiderail LF 160 $ $

40 Remove and Replace Road Sign EA 7 $ $

A-5 Addendum No. 6

No. Description Unit Est

Quantity Bid Unit Price Bid Amount

41 PennDOT Compliant ADA Ramp Replacement EA 7 $ $

42 Crosswalk, Lane Lines & Stop Bar Painting Restoration LS 1 $ $

43 Exploratory Excavation/ Potholing Work LS 1 $ $

44 Seeding & Restoration LS 1 $ $

45 Traffic Control LS 1 $ $

46 As Built Survey LS 1 $ $

47 4" Class A Concrete, Sidewalk Replacement SF 2,620 $ $

48 Concrete Curb Replacement LF 385 $ $

49 Waterline Testing LS 1 $ $

50 Hauling of Spoil Materials LS 1 $ $

51 Remove Abandoned Water Valve or Curb Box EA 5 $ $

52 Grout Abandoned Water Line, 6" LF 36 $ $

53 Grout Abandoned Water Line, 8" LF 1,295 $ $

54 Grout Abandoned Water Line, 12" LF 2,177 $ $

55 Milling Existing Asphalt Surface, 2.5” Depth SY 3,875

Total of All Unit Price Bid Items $

Base Bid Total:

dollars and cents

(Words)

(Figure)

A-6 Addendum No. 6

ALTERNATE BID: (Includes Smith Dr. & Wisconsin Ave.)

No. Description Unit Est

Quantity Bid Unit Price Bid Amount

1 Erosion & Sediment Controls LS 1 $ $

2 Connect to 6” Waterline with Tapping Sleeve & Valve EA 2 $ $

3 Connect to 8” Waterline with Tapping Sleeve & Valve EA 1 $ $

4 Remove Existing Fire Hydrant and Deliver to Township EA 2 $ $

5 Fire Hydrant Installation (Valve, Tee, Line & Hydrant) EA 4 $ $

6 1” Service Connection (Curb Box, Corp.

Top, Bushing & Reconnection) EA 5 $ $

7 1” HDPE SDR-9 Service Line with Tracer Wire LF 80 $ $

8 6” Service Connection (Curb Box, Corp.

Top, Bushing & Reconnection) EA 1 $ $

9 Cut and Cap Existing 6” Waterline EA 2 $ $

10 6” Resilient Wedge Gate Valve EA 1 $ $

11 8” Resilient Wedge Gate Valve EA 1 $ $

12 8x8x6 Tee and 6” Valve EA 2 $ $

13 8x6x8 Tee EA 1 $ $

14 6x6x6 Tee EA 1 $ $

15 8’x6’ Reducer EA 2 $ $

16 8” PVC C-900 DR-14 WATERLINE LF 1,915 $ $

17 6” PVC C-900 DR-14 WATERLINE LF 100 $ $

18 Cap and Concrete Blocking on Proposed Waterline EA 1 $ $

19 Concrete Encasement LF 50 $ $

20 PA 2A Limestone Select Backfill Tons 8 $ $

A-7 Addendum No. 6

No. Description Unit Est

Quantity Bid Unit Price Bid Amount

21 AASHTO #57 Limestone Tons 140 $ $

22 25MM Base Course, 8” Depth (Township ROW) Tons 75 $ $

23 19MM Binder Course, 1/5” Depth (Township ROW) Tons 14 $ $

24 9.5MM Wearing Course, 1.5” Depth (Township ROW) Tons 14 $ $

25 Saw Cut Asphalt Road LF 600 $ $

26 Remove and Replace Road Sign EA 4 $ $

27 Remove and Replace Trees EA 6 $ $

28 PennDOT Compliant ADA Ramp Replacement EA 3 $ $

29 Crosswalk, Lane Lines & Stop Bar Painting Restoration LS 1 $ $

30 Brick Crosswalk Restoration LS 1 $ $

31 Exploratory Excavation/ Potholing Work LS 1 $ $

32 Seeding & Restoration LS 1 $ $

33 Traffic Control LS 1 $ $

34 As Build Survey LS 1 $ $

35 4” Class A Concrete, Sidewalk Replacement SF 330 $ $

36 Concrete Curb Replacement LF 30 $ $

37 Waterline Testing LS 1 $ $

38 Hauling of Spoil Materials LS 1 $ $

Total of All Alt. Unit Price Bid Items $

A-8 Addendum No. 6

Alternate Bid Total:

dollars and cents

(Words)

(Figure)

A-9 Addendum No. 6

Respectfully submitted:

Company Name:

By: (L.S.)

(Printed)

Title:

Address:

Phone: /Fax:

Date: (Seal)

Attest: