MDOT Internet Addendummdot.ms.gov/bidsystem_data/20110524/ADDENDUMS/105510303_1.pdf907-237-3:...

S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED) I (We) further propose to execute the attached contract agreement (Section 902) as soon as the work is awarded to me (us), and to begin and complete the work within the time limit(s) provided for in the Specifications and Advertisement. I (We) also propose to execute the attached contract bond (Section 903) in an amount not less than one hundred (100) percent of the total of my (our) part, but also to guarantee the excellence of both workmanship and materials until the work is finally accepted. I (We) enclose a certified check, cashier's check or bid bond for five percent (5%) of total bid and hereby agree that in case of my (our) failure to execute the contract and furnish bond within Ten (10) days after notice of award, the amount of this check (bid bond) will be forfeited to the State of Mississippi as liquidated damages arising out of my (our) failure to execute the contract as proposed. It is understood that in case I am (we are) not awarded the work, the check will be returned as provided in the Specifications. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda):

ADDENDUM NO. 1 DATED 5/16/2011 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED

Number Description TOTAL ADDENDA: 1

(Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,

DATE

Contractor

BY Signature

TITLE

ADDRESS

CITY, STATE, ZIP

PHONE

FAX

E-MAIL

1 Revised Table of Contents, replace same; Add NTB Nos. 3548, 3549, 3550, 3551; & 3554; Revised Bid Sheets, replace same; Revised or Added Plan Sheet Nos. 2, 16, 17, 19, & 52; Amendment EBS Download Required.

(To be filled in if a corporation)

Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address

Secretary Address

Treasurer Address

The following is my (our) itemized proposal. NH-0006-01(086) / 105510303 Marshall County(ies) Revised 09/21/2005

- CONTINUED ON NEXT PAGE -

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

TABLE OF CONTENTS PROJECT: NH-0006-01(086) / 105510303 – Marshall County 901--Advertisement 904--Notice to Bidders: Governing Specs. - # 1 Final Cleanup - # 3 Fiber Reinforced Concrete - # 640 Disadvantaged Business Enterprise W/Supplement - # 696 On-The-Job Training Program - # 777 Payroll Requirements - # 883 Use of Fly Ash in Stone Matrix Asphalt (SMA) - # 927 Rumble Stripe - # 1312 Non-Use of Precast Drainage Units - # 1322 Errata & Modifications to 2004 Standard Specifications - #1405 Safety Apparel - # 1808 Federal Bridge Formula - # 1928 Department of Labor Ruling - # 2239 Status of ROW, W/Attachments - # 2382 DBE Forms, Participation and Payment - # 2596 Non-Quality Control / Quality Assurance Concrete - # 2818 Petroleum Products Base Price - # 2858 Storm Water Discharge Associated W/Construction Activities (>5 Acres) – # 2905 Reduced Speed Limit Signs - # 2937 Alternate Asphalt Mixture Bid Items - # 3039 Temporary Traffic paint - # 3131 Warm Mix Asphalt - # 3242 Shoulder Wedge - # 3367 Additional Erosion Control Requirements - # 3411 DUNS Requirement for Federal Funded Projects - # 3414 Questions Regarding Bidding - # 3425 Contract Time - # 3451 Specialty Items - # 3452 Cooperation Between Contractors - # 3466 Slurry Lime Application - # 3548 Silt Fence Reinforcement - # 3549 Plan Profile - # 3550 Lane Closure Restrictions - # 3551 Plan Quantity - # 3554 906: Required Federal Contract Provisions -- FHWA-1273, W/Supplements 907-101-4: Definitions 907-102-8: Bidding Requirements and Conditions 907-103-8: Award and Execution of Contract 907-104-1: Partnering Process 907-104-4: Disposal of Materials 907-105-6: Control of Work, W/Supplement

PROJECT: NH-0006-01(086) / 105510303 – Marshall County

907-107-9: Legal Relations and Responsibility to Public 907-107-10: Contractor’s Erosion Control Plan 907-108-24: Prosecution and Progress 907-109-5: Measurement and Payment 907-110-2: Wage Rates 907-203-2: Site Grading 907-225-2: Grassing 907-226-1: Temporary Grassing, W/Supplement 907-234-5: Siltation Barriers 907-237-3: Wattles 907-304-12: Granular Courses 907-308-3: Cement Treated Courses 907-311-2: Lime-Fly Ash Treated Courses 907-401-2: Hot Mix Asphalt (HMA), W/Supplement 907-401-3: Stone Matrix Asphalt (SMA) 907-401-4: Warm Mix Asphalt (WMA), W/Supplement 907-403-4: Hot Mix Asphalt (HMA), W/Supplement 907-403-5: Stone Matrix Asphalt (SMA), W/Supplement 907-403-9: Warm Mix Asphalt (WMA), W/Supplement 907-407-1: Tack Coat 907-512-1: Grout Mix 907-601-1: Structural Concrete 907-605-3: Underdrains 907-618-4: Placement of Temporary Traffic Stripe 907-619-5: Changeable Message Sign, All Sizes 907-626-15: Thermoplastic Traffic Markings 907-630-4: Remove and Reset Sign, All Sizes 907-681-2: Submittal Data 907-682-12: Branch Circuit Wire 907-701-4: Hydraulic Cement 907-703-9: Aggregates, W/Supplement 907-710-1: Fast Dry Solvent Traffic Paint 907-711-4: Synthetic Structural Fiber Reinforcement 907-713-2: Admixtures for Concrete 907-714-3: Stabilizing Fibers 907-714-6: Miscellaneous Materials 907-715-3: Roadside Development Materials 907-720-1: Pavement Marking Materials 907-723-1: High Mast Lighting Wind Velocity 907-804-13: Concrete Bridges and Structures 906-3: MDOT On-the-Job Training Program 906-6: MDOT On-the-Job Training Program - Alternate Program SECTION 905 - PROPOSAL, PROPOSAL BID SHEETS, COMBINATION BID PROPOSAL, CERTIFICATION OF PERFORMANCE – PRIOR FEDERAL-AID CONTRACTS, CERTIFICATION REGARDING NON-COLLUSION, DEBARMENT AND SUSPENSION, SECTION 902 - CONTRACT FORM, AND SECTION 903 - CONTRACT BOND FORMS FORM – OCR-485.

(REVISIONS TO THE ABOVE WILL BE INDICATED ON THE SECOND SHEET OF SECTION 905 AS ADDENDA)

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904- NOTICE TO BIDDERS NO. 3548 CODE: (SP) DATE: 05/2/2011 SUBJECT: SLURRY APPLICATION PROJECT: NH-0006-01 (086) / 105510303 – Marshall County The Contractor is hereby advised that due to traffic immediately adjacent to the proposed work, the Contractor is restricted from using “Dry Application” methods as a means of lime treatment and lime-fly ash. Only the use of “Slurry Application” methods will be allowed.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904- NOTICE TO BIDDERS NO. 3549 CODE: (SP) DATE: 05/2/2011 SUBJECT: Silt Fence Reinforcement PROJECT: NH-0006-01 (086) / 105510303 – Marshall County The Contractor is hereby advised that all silt fence applications on this project will require wire backing. Standard Drawings in the plans show applications with or without wire backing; however, it will be a requirement to include wire backing on all applications and payment for the wire backing will be considered absorbed in the temporary silt fence pay item.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904- NOTICE TO BIDDERS NO. 3550 CODE: (SP) DATE: 05/2/2011 SUBJECT: Information Only Plan Profile Sheets PROJECT: NH-0006-01 (086) / 105510303 – Marshall County The Contractor is hereby advised that “For Information Only” Plan Profile Sheets for this project are provided on Mississippi Department of Transportation’s FTP Website address (http://ftp.mdot.state.ms.us) in the “District 2” directory and are available to print which can be used in the completion of the erosion control plan for this project and for reference in construction.

http://ftp.mdot.state.ms.us/

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904- NOTICE TO BIDDERS NO. 3551 CODE: (SP) DATE: 5/2/2011 SUBJECT: Lane Closure Restrictions PROJECT: NH-0006-01-(086) / 1055103303 – Marshall County

Bidders are hereby advised of the following lane closure restrictions:

Work requiring a lane closure shall begin within one (1) hour of completion of the closure setup. The Contractor will be assessed a lane rental fee of $400.00 per closure for each full or partial five (5) minute period should failure to begin work within the allotted time occur. Lane closures will be allowed only at times when work requiring a lane closure is underway except as follows:

1) Lane closures may remain in place overnight for the following:

• To allow for cooling of a lift of hot/warm mix asphalt. • To restrict public access to a section of roadway that has been cold milled

resulting in a longitudinal drop off that exceeds the Department’s allowable drop –off policy.

• To restrict public access to a section of roadway that is undergoing full depth concrete repair.

2) Lane closures that remain in place overnight shall comply with the requirements of the plans for Extended Period lane closures.

3) No lane closures will be allowed on holidays such as New Year’s Day, Memorial

Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and the day preceding each holiday. In the event that any of the afore mentioned holidays occurs during a weekend or on a Monday, lane closures will not be allowed during that weekend or on the Friday immediately preceding the holiday. For Thanksgiving Day, lane closures will not be allowed the Wednesday preceding through the Sunday following the holiday.

4) Approval for work on Saturdays requiring a lane closure shall be requested by the

Contractor by letter to the Project Engineer no later than 48 hours preceding the Saturday of the proposed closure

5) The maximum amount of time for the public to travel on a milled surface on the

mainline and crossroads will be 48 hours. The maximum lane closure length will be 3 miles.

6) Sunday Work will not be permitted.

- 2 - Notice To Bidders No. -- Cont'd

7) If the lane closure restrictions listed above are violated, the Contractor will be charged a fee according to the above listed rental rate until the roadway is back in compliance with the applicable lane closure restriction requirement.

8) For the purpose for this contract, the official time is considered to be the announced

time available at Southaven area telephone number (662) 895-5527.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904- NOTICE TO BIDDERS NO. 3554 CODE: (SP) DATE: May 13, 2011 SUBJECT: Plan Quantity PROJECT: NH-0006-01(086) / 105510303 -- Marshall County The Contractor is hereby advised that the quantities shown in the plan Summary of Quantities sheets for 907-203-I002 (Site Grading) and 907-234-D001 (Inlet Siltation Guard) are incorrect and the quantities shown in the proposal bid sheets are the correct quantities.

Section 905Proposal (Sheet 2 - 1)

NH-0006-01(086) / 105510303Marshall County

Rehabilitation of US 78 from the West Holly Springs Exit to the Benton County Line, known as Federal Aid Project No. NH-0006-01(086) / 105510303, in Marshall County.

I (We) agree to complete the entire project within the specified contract time.

*** SPECIAL NOTICE TO BIDDERS ***BIDS WILL NOT BE CONSIDERED UNLESS BOTH UNIT PRICES AND ITEM TOTALS ARE ENTERED.

BIDS WILL NOT BE CONSIDERED UNLESS THE BID CERTIFICATION LOCATED AT THE END OF THE BID SHEETS IS SIGNED

***BID SCHEDULE***

LineNo.

Item Code AdjCode

Quantity Units Description Unit Price Item Amount

Dollar Ct Dollar Ct

Roadway Items

0010

.

201-B001 10 Acre Clearing and Grubbing

0020

.

202-B005 43,598 SquareYard

Removal of Asphalt Pavement, All Depths

0030

.


Removal of Concrete Paved Ditch

0040

.

202-B030 400 SquareYard

Removal of Concrete Pavement, All Depths

0050

.


Removal of Concrete Pavement w/ Variable Depth Overlay

0060

.

202-B042 9 Each Removal of Flared End Section, All Sizes

0070

.

202-B057 7 Each Removal of Inlets, All Sizes

0080

.

202-B061 6 Each Removal of Low Mast Lighting Foundation

(Date Printed 05/17/11 09:17 am) (Addendum No. 1 )



LineNo.

Item Code AdjCode

Quantity Units Description Unit Price Bid Amount

0090

.

202-B064 212 LinearFeet

Removal of Pipe, 8" And Above

0100

.

202-B070 31 Each Removal of Sign Including Post & Footing

0110

.

202-B076 24,640 LinearFeet

Removal of Traffic Stripe

0120

.

202-B086 379 Each Removal of Guard Post

0130

.


Removal of Riprap

0140

.

202-B142 1 Each Removal of Junction Box

0150

.

202-B247 1 Each Removal of Pull Box

0155Added 05/16/2011

202-B277 1 Lump Sum Removal of Existing WiringXXXXXXXX XXX

0160

.

203-A003 (E ) 5,200 CubicYard

Unclassified Excavation, FM, AH

0170

.

203-EX018 (E ) 9,600 CubicYard

Borrow Excavation, AH, LVM, Class B9

0180

.

203-G003 (E ) 500 CubicYard

Excess Excavation, FM, AH

0190

.

206-A001 (S ) 320 CubicYard

Structure Excavation




LineNo.

Item Code AdjCode


0200

.


Standard Ground Preparation

0210

.

213-B001 1 Ton Combination Fertilizer, 13-13-13

0220

.

213-C001 40 Ton Superphosphate

0230

.

216-A001 135 SquareYard

Solid Sodding

0240

.

219-A001 3 ThousandGallon

Watering20. 00 60. 00

0250

.

220-A001 15 Acre Insect Pest Control30. 00 450. 00

0260

.

221-A001 (S ) 460 CubicYard

Portland Cement Concrete Paved Ditch

0270

.

223-A001 15 Acre Mowing40. 00 600. 00

0280

.

224-A001 2,700 SquareYard

Soil Reinforcing Mat

0290

.

234-A001 10,000 LinearFeet

Temporary Silt Fence

0300

.

406-A001 940,000 SquareYard

Cold Milling of Bituminous Pavement, All Depths

0310

.


Cold Milling of Concrete Pavement, All Depths




LineNo.

Item Code AdjCode


0320

.

423-A001 70 Mile Rumble Strips, Ground In

0330

.

503-A003 (C ) 600 SquareYard

8" and Variable Continuously Reinforced Concrete Pavement

0340

.


Saw Cut, Longitudinal Joints

0350

.

503-C002 450 LinearFeet

Saw Cut, 3-inch

0360

.


Saw Cut, Full Depth

0370

.

503-E002 325 Each Tie Bars, No. 5 Deformed Drilled and Epoxied or Grouted

0380

.

512-A001 20 Each Holes

0390

.

512-C002 750 Pounds Calcium Chloride

0400

.

602-A001 (S ) 1,836 Pounds Reinforcing Steel

0410

.

603-CA002 (S ) 96 LinearFeet

18" Reinforced Concrete Pipe, Class III

0420

.



0430

.






LineNo.

Item Code AdjCode


0440

.



0450

.



0460

.

603-CB001 (S ) 6 Each 18" Reinforced Concrete End Section

0470

.


0480

.


0490

.


0500

.

604-B001 1,400 Pounds Gratings

0510

.

605-AA003 (S ) 456 SquareYard

Geotextile for Subsurface Drainage, Type III

0520

.

605-W001 (GY ) 40 CubicYard

Filter Material for Combination Storm Drain and/or Underdrains,TypeA, FM

0530

.

605-W002 (GY ) 84 CubicYard

Filter Material for Combination Storm Drain and/or Underdrains,TypeB, FM

0540

.

606-A001 490 Each Guard Posts

0550

.


31.5" Type"A" Woven Wire Fence, w/ Barbed Wire as Shown




LineNo.

Item Code AdjCode


0560

.

607-B005 23,318 LinearFeet

60" Type I Chain Link Fence, Class II

0570

.

607-E001 500 LinearFeet

Barbed Wire Fence, Single Strand

0580

.

607-G107 2 Each Gate, 12' x 5' Chain Link

0590

.

607-G115 2 Each Gate, 12' x 5' Aluminum

0600

.

607-P1007 1,160 Each Line Post, 7' x 1 1/2" Galvanized Steel

0610

.

607-P1013 807 Each Line Post, 7' Tee Post Steel

0620

.


0630

.


0640

.

607-P1025 232 Each Line Post, 10' x 1 1/2" Galvanized Steel

0650

.

607-P1026 155 Each Line Post, 9' x 1 1/2" Galvanized Steel

0660

.

607-P2001 41 Each Brace Post, 8' x 6" Timber

0670

.





LineNo.

Item Code AdjCode


0680

.


0690

.

607-P2019 60 Each Brace Post, 10' x 2" Galvanized Steel

0700

.


0710

.


0720

.

607-P3001 2 Each Gate Post, 8' x 6" Timber

0730

.

607-P3019 2 Each Gate Post, 8' x 3 1/2" Galvanized Steel

0740

.

607-Z001 5 Each Concrete Anchors

0750

.

618-A001 1 Lump Sum Maintenance of TrafficXXXXXXXX XXX

0760

.

619-A1002 118 Mile Temporary Traffic Stripe, Continuous White

0770

.

619-A2002 114 Mile Temporary Traffic Stripe, Continuous Yellow

0780

.

619-A3006 105 Mile Temporary Traffic Stripe, Skip White

0790

.

619-A5001 109,650 LinearFeet

Temporary Traffic Stripe, Detail




LineNo.

Item Code AdjCode


0800

.


Temporary Traffic Stripe, Legend

0810

.

619-A6002 100 SquareFeet

Temporary Traffic Stripe, Legend

0820

.

619-D1001 80 SquareFeet

Standard Roadside Construction Signs, Less than 10 Square Feet

0830

.

619-D2001 760 SquareFeet

Standard Roadside Construction Signs, 10 Square Feet or More

0840

.

619-F1001 4,000 LinearFeet

Concrete Median Barrier, Precast

0850

.

619-F2001 4,000 LinearFeet

Remove and Reset Concrete Median Barrier, Precast

0860

.

619-G4001 72 LinearFeet

Barricades, Type III, Single Faced

0870

.

619-G4005 72 LinearFeet

Barricades, Type III, Double Faced

0880

.

619-G5001 50 Each Free Standing Plastic Drums

0890

.

619-G7001 50 Each Warning Lights, Type "B"

0900

.

620-A001 1 Lump Sum MobilizationXXXXXXXX XXX

0910

.

621-A001 1 Each Field Laboratory




LineNo.

Item Code AdjCode


0920

.

627-K001 4,600 Each Red-Clear Reflective High Performance Raised Markers

0930

.

627-L001 500 Each Two-Way Yellow Reflective High Performance Raised Markers

0940

.


Standard Roadside Signs, Sheet Aluminum, 0.080" Thickness

0950

.


Standard Roadside Signs, Sheet Aluminum, 0.125" Thickness

0960

.

630-B001 180 SquareFeet

Interstate Directional Signs, Bolted Extruded Aluminum Panels,Ground Mounted

0970

.


Steel U-Section Posts, 2.0 to 2.5 lb/ft

0980

.


Steel U-Section Posts, 3.0 to 3.5 lb/ft

0990

.

630-D003 128 LinearFeet

Structural Steel Beams, W6 x 9

1000

.



1010

.



1020

.



1030

.

630-E001 166 Pounds Structural Steel Angles & Bars, 3" x 3" x 1/4" Angles




LineNo.

Item Code AdjCode


1040

.

630-E002 82 Pounds Structural Steel Angles & Bars, 3 1/2" x 3 1/2" x 1/4" Angles

1050

.

630-E003 107 Pounds Structural Steel Angles & Bars, 4" x 4" x 5/16" Angles

1060

.

630-E004 629 Pounds Structural Steel Angles & Bars, 7/16" x 2 1/2" Flat Bar

1070

.

630-F006 84 Each Delineators, Post Mounted, Single White

1080

.

630-F007 32 Each Delineators, Post Mounted, Single Yellow

1090

.

630-F008 168 Each Delineators, Post Mounted, Double White

1100

.

630-F009 40 Each Delineators, Post Mounted, Double Yellow

1110

.

630-K002 15 LinearFeet

Welded & Seamless Steel Pipe Posts, 3 1/2"

1120

.

630-K003 485 LinearFeet

Welded & Seamless Steel Pipe Posts, 4"

1130

.

631-A001 20 CubicYard

Flowable Fill

1140

.


Underground Branch Circuit, AWG 6, 3 Conductor

1150

.


Underground Branch Circuit, Jacked or Bored, AWG 6, 3 Conductor




LineNo.

Item Code AdjCode


1160

.

682-D001 1 Each Underground Pull Box

1170

.

683-B053 5 Each Lighting Assembly, Low Mast, Type 40-1-12-400

1180

.

684-A003 10 CubicYard

Pole Foundation, 24" Diameter

1190

.


Slip Casing, 24" Diameter

1200

.

686-A001 5 Each Relocation of Existing Lighting Assemblies

1210

.

699-A001 1 Lump Sum Roadway Construction StakesXXXXXXXX XXX

1220

.

808-A001 (S ) 3,507 LinearFeet

Joint Preparation

1230

.

815-A009 (S ) 4,344 Ton Loose Riprap, Size 300

1240

.

815-E001 (S ) 5,400 SquareYard

Geotextile under Riprap

1250Changed 05/16/2011

907-203-I002 136 Each Site Grading

1260

.

907-225-A001 15 Acre Grassing

1270

.

907-225-B001 45 Ton Agricultural Limestone




LineNo.

Item Code AdjCode


1280

.

907-226-A001 15 Acre Temporary Grassing

1290Changed 05/16/2011

907-234-D001 136 Each Inlet Siltation Guard

1300

.

907-237-A002 500 LinearFeet

Wattles, 12"

1310

.

907-237-A003 1,000 LinearFeet

Wattles, 20"

1320

.

907-304-B009 (GT ) 57,008 Ton Granular Material, Class 3, Group D

1330

.

907-403-AA001(BA1 ) 48,436 Ton Stone Matrix Asphalt, 9.5 mm Mixture

1340

.

907-403-AA002(BA1 ) 66,500 Ton Stone Matrix Asphalt, 12.5 mm Mixture

1350

.

907-403-S002 67 Mile Joint Sealant for HMA

1360

.

907-407-A001 (A2 ) 265,000 Gallon Asphalt for Tack Coat

1370

.

907-512-B001 25,000 Pounds Portland Cement Pressure Grout Slurry, Type 1

1380

.

907-601-B003 (S ) 23 CubicYard

Class "B" Structural Concrete, Minor Structures

1390

.

907-605-O001 (S ) 600 LinearFeet

6" Perforated Sewer Pipe for Underdrains, SDR 23.5




LineNo.

Item Code AdjCode


1400

.

907-605-P001 (S ) 50 LinearFeet

6" Non-perforated Sewer Pipe for Underdrains, SDR 23.5

1410

.

907-617-A001 20 Each Right-of-Way Marker

1420

.

907-619-E3001 2 Each Changeable Message Sign

1430

.

907-626-A003 36 Mile 6" Thermoplastic Traffic Stripe, Skip White

1440

.

907-626-C004 43 Mile 6" Thermoplastic Edge Stripe, Continuous White

1450

.

907-626-E004 4 Mile 6" Thermoplastic Traffic Stripe, Continuous Yellow

1460

.

907-626-F004 38 Mile 6" Thermoplastic Edge Stripe, Continuous Yellow

1470

.

907-626-G004 44,726 LinearFeet

Thermoplastic Detail Stripe, White

1480

.

907-626-G005 19,231 LinearFeet

Thermoplastic Detail Stripe, Yellow

1490

.

907-626-H004 1,158 LinearFeet

Thermoplastic Legend, White

1500

.

907-626-H005 98 SquareFeet

Thermoplastic Legend, White

1510

.

907-630-O003 76 Each Remove and Reset Sign, All Sizes




LineNo.

Item Code AdjCode


1520

.

907-682-A1011 2,100 LinearFeet

Branch Circuit Wire, AWG #6, 3 Conductor

1530

.

907-824-PP002 352 LinearFeet

Bridge Repair, Joint Repair, Per Plans

1540

.


Bridge Repair, Removal of Joint Armor, Per Plans

1550

.


Bridge Repair, Sawcut Joints, Per Plans

1560

.

907-824-PP008 1,753 LinearFeet

Bridge Repair, Silicone Sealed Joint, Per Plans

1570Changed 05/16/2011

907-824-PP095 14 Each Bridge Repair, Install Laminated Bearing Pads

ALTERNATE GROUP AA NUMBER 1

1580

.

907-308-A001 1,433 Ton Portland Cement

1590

.

907-308-B003 (M ) 123,176 SquareYard

Soil-Cement-Water Mixing, Multiple Pass Mixers, Base

ALTERNATE GROUP AA NUMBER 2

1600

.

907-311-A003 (M ) 123,176 SquareYard

Processing Lime and Fly Ash Treated Course, 6" Thick

1610

.

907-311-B001 2,150 Ton Lime

1620

.

907-311-C002 8,674 Ton Fly Ash, Class C or F

ALTERNATE GROUP BB NUMBER 1




LineNo.

Item Code AdjCode


1630

.

907-403-A001 (BA1 ) 7,588 Ton Hot Mix Asphalt, HT, 12.5-mm mixture

1640Changed 05/16/2011

907-403-A002 (BA1 ) 1,350 Ton Hot Mix Asphalt, HT, 19-mm mixture

1650

.

907-403-A010 (BA1 ) 2,763 Ton Hot Mix Asphalt, MT, 9.5-mm mixture

1660

.

907-403-A011 (BA1 ) 26,420 Ton Hot Mix Asphalt, ST, 12.5-mm mixture

1670

.

907-403-A012 (BA1 ) 1,540 Ton Hot Mix Asphalt, ST, 19-mm mixture

1680

.

907-403-A015 (BA1 ) 28,509 Ton Hot Mix Asphalt, ST, 9.5-mm mixture

1690

.

907-403-C005 (BA1 ) 8,008 Ton Hot Mix Asphalt, ST, 19-mm mixture, Trench Widening

ALTERNATE GROUP BB NUMBER 2

1700

.

907-403-M001 (BA1 ) 28,509 Ton Warm Mix Asphalt, ST, 9.5-mm mixture

1710

.

907-403-M003 (BA1 ) 26,420 Ton Warm Mix Asphalt, ST, 12.5-mm mixture

1720

.

907-403-M004 (BA1 ) 1,540 Ton Warm Mix Asphalt, ST, 19-mm mixture

1730

.

907-403-M006 (BA1 ) 2,763 Ton Warm Mix Asphalt, MT, 9.5-mm mixture




LineNo.

Item Code AdjCode


1740

.

907-403-M010 (BA1 ) 7,588 Ton Warm Mix Asphalt, HT, 12.5-mm mixture

1750Changed 05/16/2011

907-403-M011 (BA1 ) 1,350 Ton Warm Mix Asphalt, HT, 19-mm mixture

1760

.

907-403-O001 (BA1 ) 8,008 Ton Warm Mix Asphalt, ST, 19-mm mixture, Trench Widening

ALTERNATE GROUP CC NUMBER 1

1770Deleted 05/16/2011

907-626-G007XXXXXXXX XXX XXXXXXXX XXX

1780

.

907-626-I003 6,832 LinearFeet

6" Inverted Profile Thermoplastic Traffic Stripe, Skip White

1790

.

907-626-J003 10,715 LinearFeet

6" Inverted Profile Thermoplastic Traffic Stripe, Continuous White

1800

.

907-626-L001 9,217 LinearFeet

6" Inverted Profile Thermoplastic Traffic Stripe, Continuous Yellow

1801Added 05/16/2011

907-626-M002 3,000 LinearFeet

Inverted Profile Thermoplastic Detail Traffic Stripe, Yellow

ALTERNATE GROUP CC NUMBER 2

1810

.

628-I002 6,832 LinearFeet

6" High Performance Cold Plastic Traffic Stripe, Skip White

1820

.

628-J002 10,715 LinearFeet

6" High Performance Cold Plastic Traffic Stripe, Continuous White

1830

.

628-M002 9,217 LinearFeet

6" High Performance Cold Plastic Traffic Stripe, Continuous Yellow




LineNo.

Item Code AdjCode


1840

.

628-O002 3,000 LinearFeet

High Performance Cold Plastic Detail Stripe, Yellow




*** BID CERTIFICATION ***

.

TOTAL BID.........................................................................................................................................................$__________________________________________

*** DBE/WBE SECTION ***

Complete item nos. 1, 2, and/or 3 as appropriate. See Notice to Bidders addressing Disadvantaged Business Enterprises in Highway Construction.

1. I/We agree that no less than _______________ percent shall be expended with small business concerns owned and controlled by socially andeconomically disadvantaged individuals (DBE and WBE).

2. Classification of Bidder: Small Business (DBE)___________________________ Small Business (WBE)___________________________

3. A joint venture with a Small Business (DBE/WBE): _________________________

*** SIGNATURE STATEMENT ***

BIDDER ACKNOWLEDGES THAT HE/SHE HAS CHECKED ALL ITEMS IN THIS PROPOSAL FOR ACCURACY AND CERTIFIED THAT THE FIGURES SHOWNTHEREIN CONSTITUTE THEIR OFFICIAL BID.

_____________________________________________________

BIDDER'S SIGNATURE

_____________________________________________________

BIDDER'S COMPANY

_____________________________________________________

BIDDER'S FEDERAL TAX ID NUMBER


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