PROPOSAL

PROJECT NAME HERE

PROJECT NUMBER HERE

TO:	CITY OF OVERLAND PARK,

JOHNSON COUNTY, KANSAS

The undersigned proposes to provide Construction Material Testing Services as indicated below and in accordance with the Proposal Instructions, Specifications, and Agreement.

Description	Unit	Approx. Quantity	Unit

Price	Total Price
Material Source Testing
Moisture/Density-ASTM D698 with Atterberg Limits D4318	Each
Compaction of Earthwork
Field Density Test KT-13, KT-51, or KT-52	Each
Moisture Test KT-11, KT-51, or KT-52	Each
Aggregates - Aggregate Base Course (OP Special) – reference Material and Testing Specifications
Plasticity Test ASTM D4318	Each
Sieve Analysis ASTM C117 and C136	Each
Portland Cement Concrete
Slump KT-12	Each
Unit Weight KT-20	Each
Air Content KT-18, KT-19, or KT-20	Each
Temperature ASTM C1064	Each
Cylinder Preparation (6/Set) KT-22 (includes round trip transportation, 1 hour on-site tech. time, sample pickup, and lab curing)	Set
Field Cured Cylinders KT-22	Each
Cylinder Test (6/Set) ASTM C39	Set
Field Cured Cylinders ASTM C39	Each
Asphaltic Concrete Quality Assurance Testing – mix verification of bituminous mixture during construction – reference Overland Park Superpave Ashpaltic Concrete Surface and Intermediate Course Specification
Asphalt plant belt sample gradation & KT-8	Each
Test from sample obtained behind the paver. The procedure is specified in the project technical specifications, subparagraph “Superpave Asphaltic Concrete Mix Design Method”, S.1.8. Test properties to be determined and other information to be recorded are shown at the end of the specification entitled “Superpave Asphaltic Concrete Test (Verified Mix Design). The bulk specific gravity of the total aggregate (Gsb) will be furnished by the City. Note – volumetric results due within 4 hours of sampling. Testing start times coordinated with contractor’s lab.

Each

Description	Unit	Approx. Quantity	Unit

Price	Total Price
Determination of Asphalt Content and Gradation of Combined FRAP by Ignition Method ASTM D-6307-05 & ASTM D-5444-05.	Each
AASHTO T-283 (procedures as per the spec.)	Each
Coring – 4” I.D. cores & patching holes (with specified material)	Each
Core Density ASTM D2726	Each
Sample Pick Up for Asphalt Testing (includes 3 hours tech. time and round trip transportation)	Each
Standby Time for sample pickup	Hour
Aggregates for Concrete KCMMB Test #1 – reference Material and Testing Specifications
Part A Test	Each
Part B Test	Each
Sieve Analysis KT-2	Each
Material Passing the (No. 200 Sieve) by the Wash Method KT-3	Each
Soft or Friable Particles in Aggregate KT-9	Each
Sticks in Aggregate KT-35	Each
Clay Lumps in Aggregate KT-7	Each
Shale like Material in Aggregate KT-8	Each
Unit Weight Section 1102	Each
Underdrain Aggregate
Sieve Analysis KT-2	Each
Sticks in Aggregate KT-35	Each
Clay Lumps in Aggregate KT-7	Each
Fly Ash
Moisture/Density and Compressive strength Tests ASTM D4609	Each
Field Density Test KT-13, KT-51, or KT-52	Each
In place Moisture AASHTO 217	Each
Other
Standby Time (excludes standby time for asphalt testing)	Hour
Project Meeting Attendance	Hour

TOTAL PROPOSAL $

1.	Sampling for tests are included in the unit price for the test.

2.	It is understood that the above services are to be purchased by the City on an “as needed” basis and no guarantee of quantity is intended. Also, the undersigned understands the quantities shown in this proposal are estimates only and the City reserves the right to add or subtract from these amounts.

3.	In submitting this quote, the undersigned declares he/she is the only person interested in said quote; that it is made without any connection with any person or persons making another quote for the same service; and that the quote is in all respects fair and without collusion, fraud, or misrepresentation.

4.	The undersigned further declares that it has carefully examined the Proposal Instructions, Specifications, Sampling and Testing Frequency Chart, and the Agreement, and has satisfied himself/herself as to the method of payment and specification requirements and understands that in signing this Proposal he/she waives all right to plead any misunderstanding regarding the same.

5.	The undersigned further agrees that they shall abide by the Non-Discrimination And Other Laws in Section XI. of the Agreement.

DATED in	this	of,	, 20	.

(SEAL)	Name of Consultant

Signature

Printed Name

Title

Complete Address

Telephone Number

FAX Number

EXHIBIT B

P-1	Rev. 1/30/09

bid

Mary Lou McCann

2009-02-16

Public Works

City of Overland Park