Tasha Drive Reconstruction

TASHA DRIVE RECONSTRUCTION
FLAMINGO DRIVE TO
NORTHWOOD STREET
INVITATION TO BID NO. 2026C0
15
PROJECT NUMBER
20-15
Municipality of Anchorage
PROJECT MANAGEMENT & ENGINEERING
DEPARTMENT
PO Box 196650
Anchorage, Alaska 99519

MUNICIPALITY OF ANCHORAGE
PROJECT MANAGEMENT AND ENGINEERING DEPARTMENT
TASHA DRIVE RECONSTRUCTION
FLAMINGO DRIVE TO NORTHWOOD STREET
20-15
MASTER INDEX
I. INVITATION TO BID
II. SPECIAL PROVISIONS
III. SUBMITTAL LIST
IV. SPECIAL DETAILS
V. SOILS INFORMATION
VI. TEMPORARY CONSTRUCTION PERMITS AND EASEMENTS
VII. EQUAL EMPLOYMENT OPPORTUNITY SPECIAL PROVISIONS
VIII. MINIMUM RATES OF PAY
IX. CONTRACT
X. CONTRACT PERFORMANCE AND PAYMENT BOND
XI. CERTIFICATE OF INSURANCE
XII. BID BOND
XIII. BIDDER'S CHECKLIST & RESPONSIBLE BIDDER
QUESTIONNAIRE
XIV. BID PROPOSAL
XV. ENVIRONMENTAL PERMITS
XVI. UTILITY CLEARANCE REQUIREMENTS
XVII. UTILITY COMPANY RELOCATION DRAWINGS
XVIII. DRAWINGS (44 SHEETS) - (UNDER SEPARATE COVER)

MUNICIPALITY OF ANCHORAGE
PROJECT MANAGEMENT AND ENGINEERING DEPARTMENT
TASHA DRIVE RECONSTRUCTION
FLAMINGO DRIVE TO NORTHWOOD STREET
20-15
I
INVITATION TO BID

MUNICIPALITY OF ANCHORAGE
PURCHASING DEPARTMENT
Invitation to Bid No. 2026C015
Sealed bids will be received in accordance with the time schedule shown below by the
Municipality of Anchorage at the Purchasing Department, 632 W. 6th Ave., Suite 520,
Anchorage, Alaska 99501 for:
TASHA DRIVE RECONSTRUCTION
Consisting of approximately 10,690 C.Y. of Unusable Excavation Removed from Site; 16,240
Tons of Classified Fill and Backfill (includes Trench Backfill); 2,519 L.F. of Curb and Gutter
Removal; 4,976 S.Y. of A.C.P. Removal; 610 Tons A.C. Pavement; 2,458 L.F. P.C.C. Curb
and Gutter Installation; 2 Curb Ramp Installations (various types); 41,130 S.F. Insulation Board
(R-9); 3,050 S.F. Insulation Board (R-4.5); 346 S.Y. P.C.C. Sidewalk (Various Thicknesses);
402 LF of Storm Drain Pipe (Various Sizes); 1,009 LF of Subdrain Pipe (Various Sizes); 13
Storm Drain Manholes (various types); 8 Storm Drain Catch Basins; 29 Footing Drain Services
(various types); 1 Oil and Grit Separator; 9 Roadway Luminaire Poles; 1 Type 1A Load Center;
Decommission 3 Fire Hydrants; Furnish & Install 3 Fire Hydrants; Landscaping and related
work.
ESTIMATED CONSTRUCTION COST: Between: $2,000,001 and $4,000,000
Site Visit: N-A
Pre-Bid Conference: 3;00 P.M. Local Time, April 15, 2026
Questions Due: 12:00 P.M. Local Time, April 17, 2026
Bid Opening: 3:00 P.M. Local Time, April 28, 2026
All Pre-Bid Conferences and/or Bid Openings may be attended in person or via conference call at
this number (907) 343-6089. You may call in five (5) minutes before any scheduled conference.
FAXED OR EMAILED BIDS WILL NOT BE ACCEPTED.
ALL QUESTIONS SHALL BE SUBMITTED PRIOR TO THE QUESTION DUE DATE THIS WILL
BE THE FINAL OPPORTUNITY TO ASK QUESTIONS OR REQUEST CLARIFICATIONS.
Questions and requests for interpretation or clarification of the bidding Documents shall be made
in writing to the Purchasing Office (wwpur@muni.org). Please reference the Invitation to Bid
Number & Project Title. Do not contact the specified department directly.
Bid documents are available electronically at the MOA Purchasing Department's web page at
Purchasing and at BidExpress:
https://www.bidexpress.com/businesses/85766/home?agency=true&from home paqe=true.
Addenda will be posted within the solicitation at BidExpress.
Pag e 1 | 3

Municipality of Anchorage
ITB: 2026C015
Electronic bids will be not be accepted through Bid Express at this time. The only method for
submission is paper bids. Bids will be submitted in a sealed envelope addressed to the MOA.
Purchasing Department, 632 W. 6th Avenue, Suitt 520, Anchorage, AK 99501 and will include
the following, clearly and legibly written/typed on the outside of the envelope:
a. Bidder's Name (as indicated on Business License), Address, City, State, and Zip Code
b. Invitation to Bid #, Invitation to Bid Title and Buyer's Name.
Municipality of Anchorage.
To maintain the project schedule, Interpretations, corrections, or changes to the Bidding
Documents shall be made by Addendum and shall not be binding unless included in the
Addendum. It is your responsibility to periodically check for addenda posted on BidExpress or the
Municipality bidding web site.
At the above indicated time, the bids will be opened publicly and read. Bids shall be submitted
to the Municipal Purchasing Department in a sealed envelope prior to the time of opening
specified in the Invitation to Bid for opening of the bids to be considered. Late Bids shall not be
considered. Time of receipt will be as determined by the time stamp in the Purchasing Office.
The Municipality reserves the right to reject any and all Bids, and to waive any informalities and
irregularities in Bidding.
The Municipality shall not be responsible for bid preparation costs, nor for costs, including
attorney fees, associated with any (administrative, judicial or otherwise) challenge to the
determination of the lowest responsive and responsible bidder and/or award of contract, and/or
rejection of bids. By submitting a bid, each bidder agrees to be bound in this respect and waives
all claims to such costs and fees.
Unless otherwise stated in the Bidding Documents, the Contract, if awarded, shall be awarded
to the responsible Bidder who submits the lowest responsive Bid.
The Municipality of Anchorage assumes no responsibility for any interpretations or presentations
made by any of its officers or agents unless such interpretations or presentations are made by
written addendum to this Invitation to Bid.
Bonding Requirements are per MASS/MASS B or as per special provisions.
THE MUNICIPALITY OF ANCHORAGE IS AN "EQUAL OPPORTUNITY EMPLOYER"
Pag e 2 | 3

Municipality of Anchorage
ITB: 2026C015
PUBLISH ONE TIME
Date: April 6, 2026
Senior Buyer Assigned to this Project:
Melanie A. Clark
__________________________
Melanie A. Clark
Senior Construction Buyer
Pag e 3 | 3

MUNICIPALITY OF ANCHORAGE
PROJECT MANAGEMENT AND ENGINEERING DEPARTMENT
TASHA DRIVE RECONSTRUCTION
FLAMINGO DRIVE TO NORTHWOOD STREET
20-15
II
SPECIAL PROVISIONS

MUNICIPALITY OF ANCHORAGE
PROJECT MANAGEMENT AND ENGINEERING DEPARTMENT
TASHA DRIVE RECONSTRUCTION
FLAMINGO DRIVE TO NORTHWOOD STREET
20-15
INDEX TO SPECIAL PROVISIONS
PAGE
SECTION 95.01 LOCATION AND SCOPE ........................................................... 1
SECTION 95.02 REFERENCE TO MUNICIPALITY OF ANCHORAGE
STANDARD SPECIFICATIONS ................................................ 2
SECTION 95.03 TIME OF COMPLETION ............................................................ 2
CSECTION 95.04 MODIFICATIONS AND/OR ADDITIONS TO MUNICIPALITY
OF ANCHORAGE STANDARD SPECIFICATIONS .................. 2
A. DIVISION 10 STANDARD GENERAL PROVISIONS ................................................ 3
SECTION 10.00 ALL APPLICABLE M.A.S.S. ARTICLES .................................... 3
SECTION 10.01 DEFINITIONS ............................................................................. 3
SECTION 10.02 BIDDING REQUIREMENTS AND CONDITIONS ...................... 3
Article 2.3 Preparation and Submission of Bids ....................................... 3
SECTION 10.03 AWARD AND EXECUTION OF CONTRACT ............................ 3
Article 3.2 Receipt and Opening of Bids .................................................. 3
Article 3.4 Action on Bids ......................................................................... 3
SECTION 10.04 SCOPE OF WORK .................................................................... 3
Article 4.8 Work Incidental to the Contract ............................................... 3
Article 4.17 Utilities .................................................................................... 4
Article 4.22 Project Information Signs ..................................................... 12
Article 4.23 Payment for Common Work Items ........................................ 12
SECTION 10.05 CONTROL OF WORK ............................................................. 14
Article 5.2 Prosecution of Work .............................................................. 14
Article 5.27 Liquidated Damages ............................................................. 14
Article 5.34 Work Plan ............................................................................. 14
SECTION 10.06 LEGAL RELATIONS AND RESPONSIBILITIES ..................... 18
Tasha Drive Reconstruction
Flamingo Drive to Northwood Street
MOA PM&E Project No. 20-15
SP - i

Article 6.1 Laws to be Observed ............................................................ 18
B. DIVISION 20 STANDARD CONSTRUCTION SPECIFICATIONS FOR
EARTHWORK ................................................................................. 19
SECTION 20.01 GENERAL ................................................................................ 19
Article 1.6 Subsurface Investigation ....................................................... 19
SECTION 20.02 STORMWATER POLLUTION PREVENTION PLAN ............... 19
Article 2.1 General ................................................................................. 19
Article 2.14 Construction Requirements .................................................. 19
SECTION 20.03 EXPLORATORY TEST PITS ................................................... 19
Article 3.1 General ................................................................................. 19
Article 3.2 Materials ............................................................................... 19
Article 3.3 Construction .......................................................................... 20
Article 3.4 Measurement ........................................................................ 20
Article 3.5 Basis of Payment .................................................................. 20
SECTION 20.04 CLEARING AND GRUBBING .................................................. 21
Article 4.2 Construction .......................................................................... 21
SECTION 20.07 REMOVAL OF P.C.C. SIDEWALK AND APRON .................... 21
Article 7.3 Measurement ........................................................................ 21
Article 7.4 Basis of Payment .................................................................. 21
SECTION 20.09 REMOVAL OF ASHPALT CEMENT PAVEMENT ................... 21
Article 9.2 Construction .......................................................................... 21
SECTION 20.11 GRADING EXISTING SURFACES .......................................... 22
Article 11.3 Measurement ........................................................................ 22
SECTION 20.12 DEWATERING ......................................................................... 22
Article 12.3 Construction ......................................................................... 22
Article 12.4 Measurement ........................................................................ 24
Article 12.5 Basis of Payment .................................................................. 24
SECTION 20.13 TRENCH EXCAVATION AND BACKFILL ............................... 24
Article 13.2 Trench Excavation and Backfill - Description ....................... 24
Article 13.3 Construction ......................................................................... 24
Article 13.4 Measurement ........................................................................ 25
SECTION 20.19 FURNISH FOUNDATION BACKFILL ...................................... 25
Article 19.1 General ................................................................................. 25
Article 19.2 Materials ............................................................................... 25
Article 19.3 Construction ......................................................................... 25
Article 19.4 Measurement ........................................................................ 25
SECTION 20.26 INSULATION ............................................................................ 26
Article 26.2 Materials ............................................................................... 26
Tasha Drive Reconstruction
Flamingo Drive to Northwood Street
MOA PM&E Project No. 20-15
SP - ii

SECTION 20.28 RECONSTRUCT DRIVEWAY ................................................. 26
Article 28.1 Description............................................................................ 26
Article 28.4 Measurement ........................................................................ 26
SECTION 20.31 E-CHIPS ................................................................................... 26
Article 31.1 General ................................................................................. 26
Article 31.2 Materials ............................................................................... 27
Article 31.3 Construction ......................................................................... 27
Article 31.4 Measurement ........................................................................ 27
Article 31.5 Basis of Payment .................................................................. 27
C. DIVISION 30 STANDARD CONSTRUCTION SPECIFICATIONS FOR PORTLAND
CEMENT CONCRETE .................................................................... 28
SECTION 30.01 GENERAL ................................................................................ 28
Article 1.3 Materials ............................................................................... 28
SECTION 30.02 PORTLAND CEMENT CONCRETE, CURB AND GUTTER
AND VALLEY GUTTER ........................................................... 28
Article 2.3 Construction .......................................................................... 28
SECTION 30.04 PORTLAND CEMENT CONCRETE CURB RAMPS ............... 28
Article 4.1 General ................................................................................. 28
Article 4.2 Materials ............................................................................... 28
Article 4.5 Measurement ........................................................................ 28
Article 4.6 Basis of Payment .................................................................. 29
SECTION 30.11 SIDEWALK JOINT SEALANT .................................................. 29
Article 11.2 Materials ............................................................................... 29
D. DIVISION 50 STANDARD CONSTRUCTION SPECIFICATIONS FOR SANITARY
SEWERS ......................................................................................... 30
SECTION 50.04 SANITARY SEWER PIPE CONNECTIONS AND EXTENSIONS
30
Article 4.1 General ................................................................................. 30
Article 4.4 Construction .......................................................................... 30
Article 4.5 Measurement ........................................................................ 31
Article 4.6 Basis of Payment .................................................................. 31
SECTION 50.06 EXISTING MANHOLE MODIFICATIONS ................................ 31
Article 6.5 Measurement ........................................................................ 31
Article 6.6 Basis of Payment .................................................................. 32
SECTION 50.09 ADJUST CLEANOUT TO FINISH GRADE .............................. 32
Article 9.1 General ................................................................................. 32
Article 9.2 Material ................................................................................. 32
Article 9.3 Construction .......................................................................... 32
Tasha Drive Reconstruction
Flamingo Drive to Northwood Street
MOA PM&E Project No. 20-15
SP - iii