TOWN OF BOW, NH STATE AID HIGHWAY PROJECT NH ROUTE … · C. Abandon water service at corporation stop. Abandon sewer service and cap. 6. Delete Section 00850 – Special Conditions

TOWN OF BOW, NH

STATE AID HIGHWAY PROJECT

NH ROUTE 3A & DUNKLEE ROAD

INTERSECTION IMPROVEMENT

D&K Project No. 322486

&

STATE AID BRIDGE PROJECT

DUNKLEE ROAD BRIDGE REHABILITATION

OVER BOW BOG BROOK

D&K Project No. 623043

ADDENDUM NO. 1 March 27, 2020

Page 1 of 5

TO: PROSPECTIVE BIDDERS

FROM: DuBois & King, Inc. 831 Union Avenue, Suite 2 Laconia, NH 03246

This Addendum forms part of the Contract Documents and modifies the original Bidding Documents dated

March 9, 2020. NOTE: Contractor to Acknowledge receipt of this Addendum in the space provided

on Page 1 of the Bid Form (Section 00410, Page 00410-1). Failure to do so may subject the Bidder

to disqualification.

I. CONTRACT DOCUMENTS (SPECIFICATIONS) CHANGES

A. SECTION 111 – ADVERTISEMENT FOR BIDS

Revise the first paragraph last line to read as follows:

“… at which time the Bids received will be quarantined. Bids will be opened in an

outdoor setting and read aloud on Friday, April 10, 2020 at 4:00 PM at Town offices”

Revise the eighth paragraph, first line to read as follows:

“……schedule is to start construction on or about May 1, 2020 to July 1, 2020…” B. SECTION 00410 – BID FORM

1. Page 21 revise Bid Item 611.71006, to change quantity, as follows:

611.71006 6” Gate Valve with Box, per each; Dollars and 3 EA _______ Cents ($________________) $

ADDENDUM NO. 1 Town of Bow, NH State Aid Highway Project - Rte. 3 & Dunklee Road Intersection Improvements State Aid Bridge Project – Dunklee Road Bridge Rehabilitation over Bow Bog Brook

March 27, 2020 Page 2 of 5

2. Page 23 revise Bid Item 1008.41, to change item description, as follows:

1008.41 Utility Adjustments (Water & Sewer), per unit; Dollars and 1 U _______ Cents ($________________) $

3. Page 23 Insert new Bid Item 1008.42, as follows:

1008.42 Utility Adjustments (Gas), per unit; Dollars and 1 U _______ Cents ($________________) $

4. Page 28, ARTICLE 7 – ATTACHMENTS TO THIS BID, 7.01 add the following subparagraph, as follows:

E. List of Prime Contractor and all Subcontractors with NHDOT

prequalifications required for this project.

5. Delete Section 00410 – Bid Form in its entirety (29 pages). Replace with revised Bid Form, Revised 3/25/20 (29 Pages), attached.

C. SECTION 00850 – SPECIAL CONDITIONS

1. Revise Section 1.02 CONSTRUCTION SCHEDULE, by adding the following to Paragraph A:

“…Notice to Proceed on this project by May 1, 2020 to …”

2. Revise Section 1.04 CONTRACTOR NOTIFICATIONS, by adding the following:

17. Installation or relocation of hydrants, water and sewer lines.

C. The CONTRACTOR shall notify the water & sewer utility (WhiteWater, Inc.) a

minimum of forty-eight (48) hours in advance of any key construction

activities related to hydrants, water and sewer lines and manholes.

3. Revise and Update Section 1.07 EXISTING UTILITIES & CONTACTS, in its entirety.

4. Insert new Paragraph 1.07 I: Underground Utilities



5. Add the following new paragraph to Section 1.10 BUILDINGS DEMOLITION/HAZARDOUS MATERIAL:

C. Abandon water service at corporation stop. Abandon sewer service

and cap.

6. Delete Section 00850 – Special Conditions in its entirety (7 pages). Replace with Section 00850 – Special Conditions (7 pages), attached.

D. SECTION SS – STANDARD SPECIFICATIONS

1. Special Provision 520 - ITEM 520.0001 – PRECAST CONCRETE RIGID FRAME

Page 5, Section 3.8 – Rehabilitate existing precast concrete section.

Revise the 2nd line as follows:

“…realigning existing frame units retightening bolt pocket connections…”

Revise the 6th line as follows:

“…being punctured. Internal joints shall be grouted. Contractor shall…”

2. Special Provision 1008 – Utility Adjustments revised in its entirety.

3. Delete Special Provision 1008 – Utility Adjustments in its entirety (3 pages) and

replace with revised Special Provision 1008 – Utility Adjustments (3 pages), attached.

E. APPENDIX

1. Appendix D, Pole Relocation Summary, revised and replaced in its entirety.

2. Delete Appendix D, Pole Relocation Summary (1 page) and replace with revised Appendix D, Pole Relocation Summary (1 Page), attached.

II. PLANS (DRAWINGS) CHANGES

A. SHEET NO. 12 – SUMMARY OF QUANTITIES

1. Revise WORK DONE BY OTHERS LIST (Box) by adding: Comcast – Overhead Utility Relocation.



B. SHEET NO. 60 – SUMMARY QUANTITIES

1. Revise NHDOT Participating Items, as follows:

Item No. 611.71006, 6” Gate Valve with Box, change quantity to 3

Item No. 1008.41, Utility Adjustments (Temporary Support of Existing Utilities) revise

description to read: Item No. 1008.41, Utility Adjustments (water & sewer).

2. Add new NHDOT Participating Item:

1008.42 UTILITY ADJUSTMENTS (GAS) U 1

C. SHEET NO. 65 – SITE PLAN

1. Add the following notes to the plan sheet:

“Replace Gate Valve Item 611.71006” [add at two (2) locations, Sta 205 + 95 and Sta 209 + 30]

“NET & T 2321 -5” (add to pole at Sta 210 + 10 RT)

D. SHEET 70 – BRIDGE TYPICAL SECTIONS

1. Add the following to the end of Note 1 JOINT SEALANT NOTES:

“Replacement of existing neoprene gaskets, if ordered by the engineer,

will be paid for under Item 1002.1”.

2. Insert the following in Note 5 of JOINT SEALANT NOTES:

“... and units shall be realigned (re-tightened) on their footings…”

3. Add the following to the plan sheet notes:

“Existing Rigid Frame Unit, Realign (re-tighten bolt pocket connections) …”

III. ADDITIONAL INFORMATION OR CLARIFICATION

A. Bids delivered by UPS, FedEx/UPS or Hand Delivery will be accepted at the door of the Town Offices by a Town Official.

B. Sheet No. 70 – BRIDGE TYPICAL SECTIONS: The Engineer believes the joints and bolt

pockets between the nine (9) existing rigid frame units are not grouted. Upon discovery, if existing joints and bolt pockets are found to be sufficiently grouted, replacement of hardware and regrouting of existing joints will not be required.



C. PERMITS: A NHDOT, District 5 Excavation Permit is not required for this project at this

time.

IV. ATTACHMENTS

Bid Form, Revised 3/27/2020

Section 00850 – Special Conditions

Section SS – Special Provision – Section 1008 – Utility Adjustments

Appendix D – Pole Relocation Summary

END OF ADDENDUM

EJCDC® C-410, Bid Form for Construction Contracts.Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page i

BID FORMRevised 3/27/20

STATE AID HIGHWAY PROJECTNH ROUTE 3A & DUNKLEE ROADINTERSECTION IMPROVEMENT

&STATE AID BRIDGE PROJECT

DUNKLEE ROAD BRIDGE REHABILITATIONOVER BOW BOG BROOK

TABLE OF CONTENTSPage

ARTICLE 1 – Bid Recipient .............................................................................................................................1

ARTICLE 2 – Bidder’s Acknowledgements.....................................................................................................1

ARTICLE 3 – Bidder’s Representations.......................................................................................................... 1

ARTICLE 4 – Bidder’s Certification................................................................................................................. 2

ARTICLE 5 – Basis of Bid ................................................................................................................................ 3

ARTICLE 6 – Time of Completion.................................................................................................................28

ARTICLE 7 – Attachments to this Bid...........................................................................................................28

ARTICLE 8 – Defined Terms.........................................................................................................................28

ARTICLE 9 – Bid Submittal...........................................................................................................................29


and American Society of Civil Engineers. All rights reserved. Page 1

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

Mr. David Stack, Town Manager, 10 Grandview Road, Bow, NH 03304

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into anAgreement with Owner in the form included in the Bidding Documents to perform all Workas specified or indicated in the Bidding Documents for the prices and within the timesindicated in this Bid and in accordance with the other terms and conditions of the BiddingDocuments.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, includingwithout limitation those dealing with the disposition of Bid security. This Bid will remainsubject to acceptance for 60 days after the Bid opening, or for such longer period of timethat Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, and any data andreference items identified in the Bidding Documents, and hereby acknowledges receipt ofthe following Addenda posted on the Engineer’s website:

Addendum No. Addendum, Date

B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site andadjacent areas, and become familiar with and satisfied itself as to the general, local, andSite conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affectcost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurfaceconditions at or adjacent to the Site and all drawings of physical conditions relating toexisting surface or subsurface structures at the Site that have been identified in theSupplementary Conditions, especially with respect to Technical Data in such reports anddrawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, ifany, at or adjacent to the Site that have been identified in the Supplementary Conditions,especially with respect to Technical Data in such reports and drawings.

E. Bidder has considered the information known to Bidder itself; information commonlyknown to contractors doing business in the locality of the Site; information andobservations obtained from visits to the Site; the Bidding Documents; and any Site-relatedreports and drawings identified in the Bidding Documents, with respect to the effect ofsuch information, observations, and documents on (1) the cost, progress, and performance



of the Work; (2) the means, methods, techniques, sequences, and procedures ofconstruction to be employed by Bidder; and (3) Bidder’s safety precautions and programs.

F. Bidder agrees, based on the information and observations referred to in the precedingparagraph, that no further examinations, investigations, explorations, tests, studies, or dataare necessary for the determination of this Bid for performance of the Work at the price bidand within the times required, and in accordance with the other terms and conditions ofthe Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at theSite that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, ordiscrepancies that Bidder has discovered in the Bidding Documents, and confirms that thewritten resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of allterms and conditions for the performance and furnishing of the Work.

J. The submission of this Bid constitutes an incontrovertible representation by Bidder thatBidder has complied with every requirement of this Article, and that without exception theBid and all prices in the Bid are premised upon performing and furnishing the Workrequired by the Bidding Documents.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosedindividual or entity and is not submitted in conformity with any collusive agreement orrules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a falseor sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competingfor the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing ofvalue likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) toinfluence the bidding process to the detriment of Owner, (b) to establish bid prices atartificial non-competitive levels, or (c) to deprive Owner of the benefits of free andopen competition;

3. “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 pricesat artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly,persons or their property to influence their participation in the bidding process oraffect the e execution of the Contract.



ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work for the Intersection Improvement Project in accordance withthe Contract Documents for the following price(s):

=====================================================================================

Item Brief Description - Unit or Lump Sum Estimated Total Bid Price

No. Price (in both words and numerals) Quantity (in numerals)

=====================================================================================

Intersection Improvement– Project No. 20966

201.1 Clearing and Grubbing (F), per acre;

Dollars and 0.12

A

Cents ($________________) $

202.2 Demolishing Buildings, per unit;

Dollars and 1

U

Cents ($________________) $

202.41 Removal of Existing Pipe 0-24 in. Diameter, per linear foot;

Dollars and 340

L.F.

Cents ($________________) $

202.5 Removal of Catch Basins, Drop Inlets, and Manholes, per each;

Dollars and 3

EA

Cents ($________________) $

203.1 Common Excavation, per cubic yard;

Dollars and 8000

C.Y.

Cents ($________________) $



203.2 Rock Excavation, per cubic yard;

Dollars and 20

C.Y.

Cents ($________________) $

203.3 Unclassified Excavation, per cubic yard;

Dollars and 50

C.Y.

Cents ($________________) $

203.6 Embankment-In-Place (F), per cubic yard;

Dollars and 60

C.Y.

Cents ($________________) $

206.1 Common Structure Excavation, per cubic yard;

Dollars and 1150

C.Y.

Cents ($________________) $

214 Fine Grading, per unit;

Dollars and 1

U

Cents ($________________) $

304.1 Sand (F), per cubic yard;

Dollars and 1550

C.Y.

Cents ($________________) $

304.2 Gravel (F), per cubic yard;

Dollars and 1600

C.Y.

Cents ($________________) $



304.3 Crushed Gravel (F), per cubic yard;

Dollars and 1500

C.Y.

Cents ($________________) $

304.35 Crushed Gravel for Drives, per cubic yard;

Dollars and 160

C.Y.

Cents ($________________) $

403.11002 Hot Bituminous Pavement, Machine Method (QC/QA Tier 2), per ton;

Dollars and 2100

TON

Cents ($________________) $

403.11902 Hot Bituminous Pavement, Machine Method, High Strength (QC/QA Tier 2), per ton;

Dollars and 600

TON

Cents ($________________) $

403.12 Hot Bituminous Pavement, Hand Method, per ton;

Dollars and 95

TON

Cents ($________________) $

403.6 Pavement Joint Adhesive, per linear foot;

Dollars and 6700

L.F.

Cents ($________________) $

410.22 Asphalt Emulsion for Tack Coat, per gallon;

Dollars and 670

GAL

Cents ($________________) $



417 Cold Planing Bituminous Surfaces, per square yard;

Dollars and 2750

S.Y.

Cents ($________________) $

593.211 Geotextile; Separation CL.1, Non-Woven, per square yard;

Dollars and 65

S.Y.

Cents ($________________) $

603.00315 15” R.C. Pipe, 3000D, per linear foot;

Dollars and 110

L.F.

Cents ($________________) $

603.30115 15” R.C. End Sections, per each;

Dollars and 1

EA

Cents ($________________) $

603.82212 12” PE Pipe (Type S), per linear foot;

Dollars and 272

L.F.

Cents ($________________) $


Dollars and 280

L.F.

Cents ($________________) $

604.1249 Catch Basin, Type B, Dry Basin, per unit;

Dollars and 6

U

Cents ($________________) $



604.324 Drainage Manholes, 4-Foot Diameter, per unit;

Dollars and 2

U

Cents ($________________) $

604.51 Reconstructing/Adjusting Sewer Manholes, per linear foot;

Dollars and 3

L.F.

Cents ($________________) $

605.79 Underdrain Flushing Basins, per each;

Dollars and 1

EA

Cents ($________________) $

605.906 6” Pipe Underdrain (Contractors Option), per linear foot;

Dollars and 250

L.F.

Cents ($________________) $

607.98 Resetting Gate, per each;

Dollars and 1

EA

Cents ($________________) $

609.01 Straight Granite Curb, per linear foot;

Dollars and 70

L.F.

Cents ($________________) $

609.02 Curved Granite Curb, per linear foot;

Dollars and 5

L.F.

Cents ($________________) $



611.71006 6” Gate Valve with Box, per each;

Dollars and 3

EA

Cents ($________________) $

611.811 Adjusting/Relocating Hydrants, per each;

Dollars and 2

EA

Cents ($________________) $

611.814 Remove Hydrant, per each;

Dollars and 1

EA

Cents ($________________) $

611.90001 Adjusting Water Gates and Shutoffs Set by Others, per each;

Dollars and 12

EA

Cents ($________________) $

614.321 2” Steel Conduit, per linear foot;

Dollars and 65

L.F.

Cents ($________________) $

614.511 Concrete Pull Box 14”, per each;

Dollars and 12

EA

Cents ($________________) $

614.522 Molded Pull Box 13”X24”, per each;

Dollars and 7

EA

Cents ($________________) $



614.73114 3” PVC Conduit, Schedule 40, per linear foot;

Dollars and 100

L.F.

Cents ($________________) $


Dollars and 420

L.F.

Cents ($________________) $


Dollars and 50

L.F.

Cents ($________________) $

615.03 Traffic Signs Type C (F), per square foot;

Dollars and 95

S.F.

Cents ($________________) $

615.032 Traffic Signs Type C, Breakaway Mounts (F), per square foot;

Dollars and 19

S.F.

Cents ($________________) $

615.033 Removing Traffic Sign, Type C, per unit;

Dollars and 9

U

Cents ($________________) $

615.06 Traffic Signs Type CC (F), per square foot;

Dollars and 7

S.F.

Cents ($________________) $



615.073 Removing Miscellaneous Signs, per unit;

Dollars and 1

U

Cents ($________________) $

615.074 Relocating Miscellaneous Signs, per unit;

Dollars and 1

U

Cents ($________________) $

616.101 Traffic Signals, per unit;

Dollars and 1

U

Cents ($________________) $

618.61 Uniformed Officers with Vehicle, per allowance;

Thirty Thousand Dollars and

Allowance

Cents ($________________) $ 30,000

618.7 Flaggers, per hour;

Dollars and 1400

HR

Cents ($________________) $

619.1 Maintenance of Traffic, per unit;

Dollars and 1

U

Cents ($________________) $

622.1 Steel Witness Markers, per each;

Dollars and 1

EA

Cents ($________________) $



622.2 Concrete Bounds, per each;

Dollars and 4

EA

Cents ($________________) $

628.2 Sawed Bituminous Pavement, per linear foot;

Dollars and 155

L.F.

Cents ($________________) $

632.0104 Retroreflective Paint Pave. Marking, 4” Line, per linear foot;

Dollars and 7350

L.F.

Cents ($________________) $

632.1104 Preformed Retroreflective Tape, Type I (Removable) 4” Line, per linear foot;

Dollars and 11100

L.F.

Cents ($________________) $

632.3104 Retroreflect. Thermoplas. Pave. Marking, 4” Line, per linear foot;

Dollars and 450

L.F.

Cents ($________________) $


Dollars and 300

L.F.

Cents ($________________) $


Dollars and 100

L.F.

Cents ($________________) $



632.32 Retroreflect. Thermoplas. Pavement Marking, Symbol or Word, per square foot;

Dollars and 300

S.F.

Cents ($________________) $

632.911 Obliterate Pave. Marking Line, 12” Wide & Under, per linear foot;

Dollars and 5700

L.F.

Cents ($________________) $

641 Loam, per cubic yard;

Dollars and 90

C.Y.

Cents ($________________) $

643.21 Fertilizer for Refertilization, per pound;

Dollars and 140

LB

Cents ($________________) $

645.3 Erosion Stone, per ton;

Dollars and 22

TON

Cents ($________________) $

645.43 Temporary Slope Stabilization Type C, per square yard;

Dollars and 1600

S.Y.

Cents ($________________) $

645.45 Permanent Channel Stabilization Type A, per square yard;

Dollars and 260

S.Y.

Cents ($________________) $



645.46 Permanent Channel Stabilization Type B, per square yard;

Dollars and 1300

S.Y.

Cents ($________________) $

645.531 Silt Fence, per linear foot;

Dollars and 1650

L.F.

Cents ($________________) $

645.7 Storm Water Pollution Prevention Plan, per unit;

Dollars and 0.5

U

Cents ($________________) $

645.711 Monitoring SWPPP and Erosion and Sediment Controls, per visit;

Dollars and 16

Visit

Cents ($________________) $

646.31 Turf Establishment with Mulch and Tackifiers, per square yard;

Dollars and 4350

S.Y.

Cents ($________________) $

647.1 Humus, per cubic yard;

Dollars and 330

C.Y.

Cents ($________________) $

662.281 Decommission Drilled Well, per linear foot;

Dollars and 200

L.F.

Cents ($________________) $



670.066 Mailbox Support Assemblies, per each;

Dollars and 4

EA

Cents ($________________) $

692 Mobilization, per unit;

Dollars and 1

U

Cents ($________________) $

698.14 Field Office Type D, per month;

Dollars and 3

MON

Cents ($________________) $

Total of All Unit Price Bid Items Project No. 20966 (BASE BID) ($ )



5.02 Bidder will complete the Work for the Bridge Rehabilitation Project in accordance with theContract Documents for the following price(s):

=====================================================================================



=====================================================================================

Bridge Rehabilitation - Project No. 40346

201.1 Clearing and Grubbing (F), per acre;

Dollars and 0.3

A

Cents ($________________) $

202.7 Removal of Guardrail, per linear foot;

Dollars and 770

L.F.

Cents ($________________) $


Dollars and 1430

C.Y.

Cents ($________________) $

203.31 Unclassified Excavation (and Disposal), per cubic yard;

Dollars and 500

C.Y.

Cents ($________________) $

203.55543 Guardrail Eagrt Offset Platform, TL 3, per unit;

Dollars and 3

U

Cents ($________________) $



203.6 Embankment-in-place (F), per cubic yard;

Dollars and 1050

C.Y.

Cents ($________________) $

207.2 Rock Channel Excavation, per cubic yard;

Dollars and 20

C.Y.

Cents ($________________) $

207.3 Unclassified Channel Excavation, per cubic yard;

Dollars and 85

C.Y.

Cents ($________________) $

209.201 Granular Backfill (Bridge) (F), per cubic yard;

Dollars and 1000

C.Y.

Cents ($________________) $

214 Fine Grading, per unit;

Dollars and 1

U

Cents ($________________) $


Dollars and 780

C.Y.

Cents ($________________) $


Dollars and 540

C.Y.

Cents ($________________) $




Dollars and 390

C.Y.

Cents ($________________) $


Dollars and 60

C.Y.

Cents ($________________) $

304.5 Crushed Stone (Coarse Gradation) (F), per cubic yard;

Dollars and 190

C.Y.

Cents ($________________) $

306.2055 Reclaimed Stabilized Base Removed and Rehandled, 5.5” Deep (F), per square yard;

Dollars and 1550

S.Y.

Cents ($________________) $

306.36 Stone for Reclaimed Stabilized Base, per ton;

Dollars and 100

TON

Cents ($________________) $


Dollars and 430

TON

Cents ($________________) $


Dollars and 120

TON

Cents ($________________) $




Dollars and 690

L.F.

Cents ($________________) $


Dollars and 850

GAL

Cents ($________________) $

417 Cold Planing Bituminous Surfaces, per square yard;

Dollars and 310

S.Y.

Cents ($________________) $

502.1 Removal of Existing Structure (Salvage Redi-Rock Wall) (F), per square foot;

Dollars and 1215

S.F.

Cents ($________________) $

503.201 Cofferdams, per unit;

Dollars and 1

U

Cents ($________________) $

504.1 Common Bridge Excavation (F), per cubic yard;

Dollars and 1200

C.Y.

Cents ($________________) $

508 Structural Fill, per cubic yard;

Dollars and 20

C.Y.

Cents ($________________) $



520.0001 Precast Concrete Rigid Frame, per unit;

Dollars and 1

U

Cents ($________________) $

534.3 Water Repellent (Silane/Siloxane), per gallon;

Dollars and 5

GAL

Cents ($________________) $

538.1 Barrier Membrane, Peel and Stick (F), per square yard;

Dollars and 150

S.Y.

Cents ($________________) $

538.2 Barrier Membrane, Peel and Stick – Vertical Surfaces (F), per square yard;

Dollars and 38

S.Y.

Cents ($________________) $

570.401 Mortar Stone Masonry, per cubic yard;

Dollars and 2

C.Y.

Cents ($________________) $

583.5 Riprap, Class V, per cubic yard;

Dollars and 120

C.Y.

Cents ($________________) $

592.1 Mechanically Stabilized Earth Retaining Wall (F), per square foot;

Dollars and 2900

S.F.

Cents ($________________) $



592.4 Precast Concrete Wingwall Footings, per unit;

Dollars and 1

U

Cents ($________________) $


Dollars and 61

L.F.

Cents ($________________) $

604.124 Catch Basin Type B, 4-FT Diameter, per unit;

Dollars and 2

U

Cents ($________________) $

604.51 Reconstructing/Adjusting Sewer Manholes, per linear foot;

Dollars and 2.5

L.F.

Cents ($________________) $

606.1454 Beam Guardrail (Terminal Unit Type EAGRT, TL3), per unit;

Dollars and 3

U

Cents ($________________) $

606.147 Beam Guardrail (Terminal Unit Type G-2), per unit;

Dollars and 3

U

Cents ($________________) $

606.417 Portable Concrete Barrier for Traffic Control, per linear foot;

Dollars and 80

L.F.

Cents ($________________) $



606.91 Resetting or Setting Guardrail (Wood Posts), per linear foot;

Dollars and 770

L.F.

Cents ($________________) $

609.811 Bituminous Curb, Type B (4” Reveal), per linear foot;

Dollars and 575

L.F.

Cents ($________________) $

611.05206 6” Cement Lined Ductile Iron Water Pipe, CL 52, per linear foot;

Dollars and 32

L.F.

Cents ($________________) $

611.71006 6” Gate Valve with Box, per each;

Dollars and 3

EA

Cents ($________________) $

611.811 Adjusting/Relocating Hydrants, per each;

Dollars and 1

EA

Cents ($________________) $

611.90001 Adjusting Water Gates and Shutoffs Set by Others, per each;

Dollars and 5

EA

Cents ($________________) $

619.1 Maintenance of Traffic, per unit;

Dollars and 1

U

Cents ($________________) $



628.2 Sawed Bituminous Pavement, per linear foot;

Dollars and 230

L.F.

Cents ($________________) $


Dollars and 2275

L.F.

Cents ($________________) $

645.51 Hay Bales for Temporary Erosion Control, per each;

Dollars and 40

EA

Cents ($________________) $


Dollars and 1350

L.F.

Cents ($________________) $

645.7 Storm Water Pollution Prevention Plan, per unit;

Dollars and 0.5

U

Cents ($________________) $

645.711 Monitoring SWPPP and Erosion and Sediment Controls, per visit;

Dollars and 16

Visit

Cents ($________________) $

646.31 Turf Establishment with Mulch and Tackifiers, per square yard;

Dollars and 2700

S.Y.

Cents ($________________) $



647.1 Humus, per cubic yard;

Dollars and 300

C.Y.

Cents ($________________) $

692 Mobilization, per unit;

Dollars and 1

U

Cents ($________________) $

698.14 Field Office Type D, per month;

Dollars and 3

MON

Cents ($________________) $

699. Miscellaneous Temporary Erosion and Sediment Control, per allowance;

Three Thousand Dollars and

Allowance

Cents ($________________) $ 3,000.00

1002.1 Repairs or Replacements as Needed – Bridge Structures, per allowance;

Twenty-Five Thousand Dollars and

Allowance

Cents ($________________) $ 25,000

1008.41 Utility Adjustments (Water & Sewer), per unit;

Dollars and 1

U

Cents ($________________) $

1008.42 Utility Adjustments (Gas), per unit;

Dollars and 1

U

Cents ($________________) $




5.03 Bidder will complete the Work for STATION 204+00 – 205+00 in accordance with theContract Documents for the following price(s):

=====================================================================================



=====================================================================================

STATION 204+00 – 205+00 (NON-PARTICIPATING)


Dollars and 450

C.Y.

Cents ($________________) $


Dollars and 150

C.Y.

Cents ($________________) $


Dollars and 110

C.Y.

Cents ($________________) $


Dollars and 70

C.Y.

Cents ($________________) $


Dollars and 20

C.Y.



Cents ($________________) $

306.2055 Reclaimed Stabilized Base Removed and Rehandled, 5.5” Deep (F), per square yard;

Dollars and 280

S.Y.

Cents ($________________) $


Dollars and 80

TON

Cents ($________________) $


Dollars and 14

TON

Cents ($________________) $


Dollars and 100

L.F.

Cents ($________________) $


Dollars and 125

GAL

Cents ($________________) $

570.9 Resetting Masonry Wall, per cubic yard;

Dollars and 2

C.Y.

Cents ($________________) $


Dollars and 58

L.F.

Cents ($________________) $



604.124 Catch Basin Type B, 4-FT Diameter, per unit;

Dollars and 1

U

Cents ($________________) $


Dollars and 400

L.F.

Cents ($________________) $

645.45 Permanent Channel Matting Type A, per square yard;

Dollars and 170

S.Y.

Cents ($________________) $


Dollars and 200

L.F.

Cents ($________________) $

670.066 Mailbox Support Assemblies, per each;

Dollars and 1

EA

Cents ($________________) $

Total of All Unit Price Bid Items STA. 204+00 – 205+00 (BASE BID) ($ )



5.04 Bidder will complete the Work for entire, combined project in accordance with the ContractDocuments for the following price(s):



Total of All Unit Price Bid Items STA 204+00 – 205+00 (BASE BID) ($ )

* Unit Bid Items and Authorized Addition or Reduction payment items shall be applied to additions orreductions in the scope of work. Indeterminate Quantity assumed for comparison for bids.

TOTAL BASE BID (ENTIRE PROJECT) ($ )

ADD/DEDUCT ALTERNATE NO. 1

Bridge Rehabilitation-Project No. 40346-Salvage of Slope Protection Stone Material to Town of Bow, NH

203.32 Unclassified Excavation (and Salvage), per cubic yard;

Dollars and 500

C.Y.

Cents ($________________) $

Notes:

1. Bidder acknowledges that (a) each Bid Unit Price includes an amount considered by Bidder to beadequate to cover Contractor’s overhead and profit for each separately identified item, and (b)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 asprovided in the Contract Documents.

2. Unit Prices have been computed in accordance with Paragraph 13.03.B of the GeneralConditions.

3. In the event that there is a discrepancy between the lump sum or unit prices written in wordsand figures, the prices written in words shall govern.

4. BIDDERS must bid on each item. All entries in the entire BID must be made clearly and in ink;prices bid must be written in both words and in figures.

5. BIDDERS must insert extended item prices obtained from quantities and unit prices.

6. BIDS shall include all applicable taxes and fees.

7. Any significant differences in unit bid prices for similar or identical bid items between ProjectNo. 20966 and Project No. 40346 will be considered as an unbalanced bid, and cause forrejection.



ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete and will be completed and readyfor final payment in accordance with Paragraph 15.06 of the General Conditions on orbefore the dates or within the number of calendar days indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 7 – ATTACHMENTS TO THIS BID

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

A. Required Bid security;

B. List of Subcontractors;

C. List of Suppliers;

D. Identify Manufacturer/Supplier of precast concrete elements.

E. List of Prime Contractor and all Subcontractors with NHDOT prequalifications required forthis project.

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructionsto Bidders, the General Conditions, and the Supplementary Conditions.



ARTICLE 9 – BID SUBMITTAL

BIDDER: [Indicate correct name of bidding entity]

By:[Signature]

[Printed name](If Bidder is a corporation, a limited liability company, a partnership, or a joint venture, attachevidence of authority to sign.)

Attest:[Signature]

[Printed name]

Title:

Submittal Date:

Address for giving notices:

Telephone Number:

Fax Number:

Contact Name and e-mail address:

Bidder’s License No.:(where applicable)

DuBois & King, Inc. Section 00850Page 1 of 8

SECTION 00850SPECIAL CONDITIONS

The following Special Conditions apply and are hereby made part of the Agreement andContract Documents.

1.01 PERMITS

A. Permit applied for or obtained by the OWNER, if any, are indicated in paragraphSC-7.08 of the Supplementary Conditions.

1.02 CONSTRUCTION SCHEDULE

A. The OWNER anticipates issuing a Notice to Proceed on this project by May 1,2020 to July 1, 2020, subject to the successful bidder satisfying the requirementsindicated in the Notice of Award.

1. Contractor may propose an earlier/later Notice to Proceed date(earlier/later than 7/1/20) to Owner that accommodates a Fall/Winter2020 schedule and/or a spring/summer 2021 schedule.

B. A winter shutdown (suspension of work) will be permitted (approved), uponrequest by the contractor. Suggested shutdown period is starting on or about5:00 PM November 25, 2020 and ending at 12:00 Midnight May 2, 2021. Noconstruction work shall be permitted during this time frame and all shutdownconditions, as described below shall be met:

For a shutdown to be utilized, the following conditions must be met:

· NH Route 3A and Dunklee Road, open to all lanes of traffic in their existingand/or new configuration.

· Pavement in place on all roads (existing wearing course or new binder courseas minimum).

· All erosion control measures must be checked periodically and maintainedduring the shutdown.

· All traffic control measures (signage, signals, barricades, barrels, guardrail,pavement markings, etc.) shall be checked periodically and maintainedduring the shutdown.

C. The CONTRACTOR may request a winter shutdown for the project if desired.This request must be submitted in writing to the ENGINEER at least fourteen (14)days prior to the proposed start of the shutdown. The total length of the


shutdown shall not exceed 158 calendar days. All shutdown conditions indicatedin Paragraph B above shall be met.

D. Contract times (calendar days) will be suspended for approved periods ofshutdown (suspension of work).

1.03 RESIDENT PROJECT REPRESENTATIVE

A. The OWNER will provide a part-time Resident Project Representative at no costto the CONTRACTOR. The Resident Project Representative is being provided forthe benefit of the OWNER, not the CONTRACTOR. Duties and responsibilities ofthe Resident Project Representative are indicated in paragraph 10.03 and 10.08of the General Conditions, and SC-10.03 of the Supplementary Conditions.

1.04 CONTRACTOR NOTIFICATIONS

A. The CONTRACTOR shall notify the Engineer a minimum of forty-eight (48) hoursin advance of key construction activities in order to have the Resident ProjectRepresentative present on-site and observe the work. The CONTRACTOR shallprovide this advance notice for the following construction activities:

1. Rehabilitation of existing precast concrete section operations(realignment of units, hardware replacement, and joint installation).

2. Installation of water diversion structures and devices.

3. Installation of traffic control devices and signage for alternating trafficand for detour route.

4. Construction of bridge and wingwall footings.

5. Fabrication and casting of all precast concrete elements at the fabricationplant.

6. Placement/erection of all precast units (bridge units, modular blockwingwall units, and retaining wall units).

7. Completion of constructing concrete framework and placing reinforcingsteel.

8. All cast-in-place concrete placement operations.

9. Installation of membranes.


10. Backfill placement and compaction in, around, behind and over bridgeand wingwall units.

11. Installation of geogrid and backfill placement and compaction in, around,and behind Redi-Rock mechanically stabilized Earth retaining wall orModular Block retaining wall.

12. Roadway subgrade placement and compaction.

13. All paving operations.

14. Signal foundation borings.

15. Drilling of signal foundations.

16. Changes to traffic configurations.

17. Installation or relocation of hydrants, water and sewer lines.

B. Failure of the CONTRACTOR to provide the proper advanced notice ofconstruction activities as indicated in paragraph 1.04-A may be cause forrejection of the work. Any work rejected shall be removed and replaced by theCONTRACTOR at not additional cost to the OWNER.

C. The CONTRACTOR shall notify the water & sewer utility (WhiteWater, Inc.) aminimum of forty-eight (48) hours in advance of any key construction activitiesrelated to hydrants, water and sewer lines and manholes.

1.05 MAINTENANCE OF TRAFFIC

A. Contractor is permitted to close Dunklee Road and Bridge and to detour vehicletraffic for a maximum period of one hundred eighty (180) days.

B. Access to driveways shall be maintained at all times, on NH Rte. 3A and DunkleeRoad.

C. At all other times during the duration of the project, the Contractor shallmaintain as a minimum, one way, alternating vehicle traffic on Dunklee Roadthrough the project.

D. Contractor will be assessed liquated damages of $750 for each day the road andbridge are closed beyond the permitted one hundred eight (180) day closure.


1.06 MOBILIZATION AREAS

A. Contractor may use roadway approaches, within the limits of the Town Right ofWay, for mobilization, storage of materials and equipment, etc., at the bridgeand roadway sites during closure periods.

B. Contractor may also use abutting Town owned Parcel No. 5 for projectmobilization and storage of materials. (See Right-of-Way Plan, Sheet 26A).

1.07 EXISTING UTILITIES & CONTACTS

The following utilities are known to exist within or adjacent to the project limits, withcontact information provided:

A. Water(Town of Bow, NH)

White Water, Inc.Chris Culberson, Manager253B Worcester RoadCharlton, MA 01507Phone: 888-377-7678Cell: 774-230-4158Email: [email protected]

B. Sewer(Town of Bow)

White Water, Inc.Chris Culberson, Manager253B Worcester RoadCharlton, MA 01507Phone: 888-377-7678Cell: 774-230-4158Email: [email protected]

mailto:[email protected]



C. Gas

Liberty UtilitiesHeath Lynch30 Tilton RoadTilton, NH 03276Phone: 603-729-9019Cell: 603-327-4092Email: [email protected]

D. Phone/Cable/Internet

Consolidated CommunicationsLisa PinetteNetwork Engineer IIPhone: 603-703-9532Cell: 603-703-9532Email: [email protected]

E. Phone/Cable/Internet

segTEL, Inc. dba FirstLight FiberEdward Robinson165 Ledge StreetNashua, NH 03060Office: 518-694-8740Email: [email protected]

F. Phone/Cable/Internet

ComcastScott LetzelterProject Coordinator334 B Calef HighwayEpping, NH 03042Email: [email protected]






G. Power/Electricity

UnitilChuck Lloyd, ManagerElectrical Operations(NH Electric Operations1 McGuire StreetConcord, NH 03301Phone: 603-227-4520Cell: 603-944-7896Email: [email protected]

H. Overhead Utilities

1) Overhead utilities/utility poles on NH Route 3A & Dunklee Road will bepermanently relocated during construction to accommodate newconstruction. See “Pole Relocation Summary Sheet” in Appendix D and seeDrainage & Utility Plan - Sheet 25, and Site Plan – Sheet 65.

2) The Contractor shall coordinate with affected utilities for utility relocation.

3) Cost of utility relocation will be borne by the affected utilities.

I. Underground Utilities

1) Underground utilities on NH Route 3A & Dunklee Road will be permanentlyrelocated during construction to accommodate new construction. SeeDrainage & Utility Plan - Sheet 25, and Site Plan – Sheet 65.

2) The Contractor shall coordinate with affected utilities for utility relocation.

3) Cost of utility relocation will be borne by the affected utilities.

4) Test Pits: Water and Sewer utility contractor (White Water, Inc.) will conducttest pits at the following locations to confirm locations of service connectionsand leak detection:

NH Route 3A: STA 105 + 99 LTDunklee Road: STA 209 + 50 RT

Contractor shall coordinate with the utility contractor to accommodate testpits.



1.08 SALVAGED MATERIALS

A. If Alternate No. 1 Item 203.32 – Unclassified Excavation (and Salvage) is selected,the Contractor shall remove and salvage the existing slope protection stonematerial to the Town of Bow.

B. Salvage Material shall be delivered to the Bow Public Works facility, 21 AllenRoad, Bow, NH 03304.

C. If Item 203.32 is selected, Item 203.31 – Unclassified Excavation (and Disposal)will not be used.

D. See Special Provision, Section 203 – Excavation and Embankment.

1.09 CONTRACTOR NOTIFICATIONS

A. Town of Bow has obtained easements for the Contractor to access propertiesabutting the project to perform the work. Easements have been obtained fromthe following abutters/parcels:

Map/BI/Lot No Owner Contact Information

35-2-102Town of Bow Phone: 603-223-3912

10 Grandview Road Cell:603-848-7418

Bow, NH 03304 Email: [email protected]

35-2-162Allen Lindquist Phone: 603-224-8400

890 Route 3A Cell: 603-496-2985


35-2-162-AAlley Realty LLC Phone: 603-396-2698

1 Jefferson Drive Cell: 603-396-2698

Londonderry, NH 03053 Email: n/a

35-2-162-BAllen Lindquist/Bow Auto Parts Phone: 603-224-8400

33 Dunklee Road Cell: 603-496-2985


35-2-174Town of Bow Phone: 603-223-3912

10 Grandview Road Cell: 603-848-7418


35-2-175JDS Properties LLC Phone: 603-706-4222

451 South River Road Cell: 603-706-4222

Bedford, NH 03110 Email: [email protected] Salvato Real Estate Management Phone: 603-224-3331



42 Dunklee Road Cell: 603-369-8515


35-2-98Clark Heintz Phone: 603-219-0060

4 Holly Circle Cell: 603-505-7713


Contractor will be provided a copy of easement plans and agreements.

B. The Contractor shall contact by phone and notify each abutter a minimum oftwenty-four (24) hours in advance of initial work to be performed on abutterproperty. Contractor shall make the following notifications to each abutter:

1. Date and time when initial work will be performed on property.

1.10 BUILDING DEMOLITION/HAZARDOUS MATERIAL

A. Building located at 661 NH-3A, Bow, NH is to be demolished (Item 202.2 –Demolish Buildings). The Owner (Town of Bow) has conducted an inspection ofthe building and determined the presence of asbestos. See Appendix E: NESHAPAsbestos Inspection Report.

B. Hazardous material (asbestos) abatement, demolition, removal and disposalshall be included in the contract unit price for demolishing buildings, Item 202.2.See Supplemental Specification Section 202 – Removal of Structures andObstructions.

C. Abandon water service at corporation stop. Abandon sewer service and cap.

END OF SECTION

1008Page 1 of 3

SPECIAL PROVISIONSECTION 1008 – UTILITY ADJUSTMENTS

ITEM 1008.41 – UTILITY ADJUSTMENTS (WATER & SEWER)ITEM 1008.42 – UTILITY ADJUSTMENTS (GAS)

This special provision provides for supporting underground utilities, or alternativelyremoving and reinstalling underground utilities during construction.

Description

1.1 This work shall consist of designing, furnishing, and installing mechanisms totemporarily support the existing 12” water, 18” sewer, and 6” gas lines in the vicinity of thebridge during construction.

1.1.1 This work shall also consist of installing protective insulation for the existingwater and sewer pipes.

1.1.2 This work shall also consist of temporarily discontinuing water service in thevicinity of the bridge throughout construction.

1.2 This work shall alternatively consist of discontinuing water service andremoving/reinstalling water line and unused (dry) sewer line in the vicinity of the bridge duringconstruction.

1.2.1 this work shall also consist of disinfecting and pressure testing water line afterreinstallation, prior to returning service.

1.3 Contractor Option (means & methods) to temporary support underground water, sewerand gas (Section 1.1 above), or remove and reinstall water and sewer (Section 1.2 above).

Materials

2.1 Support materials shall not cause damage to the bridge or pipes. Materials shall becapable of supporting the water, sewer, and gas lines at full capacity.

2.1.1 Cribbing materials shall be timber, steel, concrete, or masonry or a combinationthereof.

2.1.2 Temporary Bridge materials shall be steel or concrete with hangers.

1008

Page 2 of 3

2.2 Rigid Foam Insulation shall be rigid extruded polystyrene 8 feet long, 4 feet wide and 2inches thick having an R value of 10 and conforming to ASTM C 578, Type VII, and shall beSTYROFOAM HI-60 as manufactured by Dow Corning Chemical Co., or approved equal.

Construction Requirements

3.1 Removal and Reinstallation (Option 1.2)

3.1.1 Temporary Water Shutoff. Water service shall be temporarily shut off (isolated)prior to conducting bridge excavation activities. Water service shall be resumed afterrehabilitation and backfilling activities are complete.

3.1.2 Temporary Sewer. Unused (dry) sewer line shall be removed prior to conductingbridge excavation activities. Sewer line shall be reinstalled after rehabilitation and backfillingactivities are complete.

3.2 Support System (Option 1.1)

3.2.1 Design. The support system shall be designed to adequately support the water,sewer, and gas lines as a single system or individually. Contractor shall submit a sequence andlayout plan for acceptance prior to work. The water and sewer pipes shall be supported at all jointlocations and halfway between joints. Support spacing shall be such that the pipe slope remainssmooth and consistent, matching the existing pipe’s slope and alignment. The maximumunsupported span of each utility shall be as follows:

6” Gas: 6’-0”12” Water: 10’-0”18” Sewer: 10’-0”

3.2.2 Handling. The contractor shall carefully handle the support materials and existingutilities to prevent damages to the utilities or bridge structure within the contractor’s control.Damages caused within the contractor’s control shall be repaired at no cost to the owner. Repairsrequired outside of the contractor’s control, such as an existing condition of the utilities, shall berepaired in accordance with Item 1002.1, Repairs or Replacements as Needed.

3.2.3 Insulation. In locations within the project limits where the water or sewer linesbecome exposed and 4-feet of cover will not be obtained, pipe shall be encased in sand or rigidfoam insulation shall be provided and extend 18” either side of pipe. (Water Line Sta 201 + 50 to202 + 10, 60 L.F. total). In the vicinity of the concrete rigid frame, insulation shall be providedbelow the pipes within 6-feet of either end of the bridge. Insulation shall be placed 6” above orbelow the existing water and sewer pipes and extend 18” either side of pipe, at the requiredlocations.

1008

Page 3 of 3

Method of Measurement

4.1 Utility Adjustments shall be measured as a unit. Any required excavation, backfill, orprotective measures shall be subsidiary.

4.2 Insulation and temporary service shutoff shall be subsidiary.

Basis of Payment

5.1 The accepted quantity of Utility Adjustments (temporary support of existing utilities orremoval and reinstallation of existing utilities) shall be paid for at the contract lump sumcomplete in place.

Pay item and unit:

1008.41 Utility Adjustments (Water & Sewer) Unit1008.42 Utility Adjustments (Gas) Unit

END OF SECTION

POLE RELOCATION SUMMARY SHEET Page 1 of 1

PROJECT NAME: NH Route 3A Int. Improv./Dunklee Rd. FED NUMBER: PROJECT NUMBER: 20966 / 40346Bridge Rehabiliation

PREPARED BY: Dubois & King, Inc. DATE: 6/17/2019 & 3/9/20, 3/18/20 PROPOSED BY:

Station Offset Pole Identification Leave/Remove Cut Fill Remarks Station Offset Cut Fill Remarks

98+66.0 18.0 LT 232-50-141 R NH Route 3A 98+67.0 31.0 R NH Route 3A99+92.4 17.9 LT FP 51 R NH Route 3A 99+92.0 31.0 R NH Route 3A101+12.7 18.2 LT 232-52 R NH Route 3A 101+13.0 31.0 R NH Route 3A102+46.4 27.8 RT FP 53-1 R NH Route 3A 102+46.0 31.0 R NH Route 3A102+46.6 16.3 LT 53 R NH Route 3A 102+46.0 31.0 L NH Route 3A103+62.1 19.0 LT 54-145 NET&T R NH Route 3A 104+15.0 31.0 R NH Route 3A105+04.2 19.5 LT NYNEX 232-55-146 R NH Route 3A 105+40.0 40.0 L NH Route 3A106+57.3 20.9 LT 56-147 R NH Route 3A 107+19.0 40.0 L NH Route 3A107+61.9 22.7 LT FP 2321 / FP 232-57 R NH Route 3A 108+00.0 33.0 R NH Route 3A108+22.4 34.0 RT FP 57S R NH Route 3A 108+86.0 36.0 L NH Route 3A108+86.6 23.3 LT 58-149 R NH Route 3A 110+02.0 36.0 L NH Route 3A110+02.4 22.1 LT 59-150 R NH Route 3A 111+30.0 36.0 L NH Route 3A111+30.7 19.0 LT 60 UES 151 R NH Route 3A 112+64.0 24.0 L NH Route 3A112+64.2 19.3 LT 61 NETT CO 152 L NH Route 3A 201+59.0 29.5 R Dunklee Rd.201+61.9 6.2 LT 18-232-1 R Dunklee Rd. 201+64.0 38.0 L Dunklee Rd.203+45.7 14.3 LT 2-17 R Dunklee Rd. 203+66.0 23.0 L Dunklee Rd.205+69.9 21.4 RT 3-16 NET&T L Dunklee Rd.207+82.3 23.6 LT 50n 2321-4-15 L See note 5 207+820 24.5R210+12.5 31.8 RT NET&T 2321-5 L Dunklee Rd.

Notes: 1) Offsets are measured from Construction Centerline to face of pole. 3) Occupant: P = Power; T = Telephone; C = Cable TV; F = Fire Alarm; J = Joint; tw = traveld way; uvc = urban vertical curb; gr = guardrail2) Approved locations shall not be changed without approval of the Utilities Engineer. 4) Guys and push brace easements and locations are the responsibility of the Pole Maintainer5) Contractor option to relocate for bridge construction. One (1) relocation/move allowed at no cost to contractor

Existing Proposed Grade ChangeProposed GradeChange