I (We) enclose a certified check, cashier's check or bid...

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 6/11/2010 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED

Number Description

1 Revise NTB 1232M, Wage Rates, Bidsheets, and Plan Sheets Nos. 2 & 17 with same; Amendment EBS Download Required.

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

(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-0015-02(084)PH3 / 102921301 Jefferson Davis County(ies) Revised 09/21/2005

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

SECTION 904 - NOTICE TO BIDDERS NO. 1232M

DATE: 06/11/2010

SUBJECT: Specialty Items

PROJECT: NH-0015-02(084)PH3 / 102921302 - Jefferson Davis County

Pursuant to the provisions of Section 108, the following work items are hereby designated as "Specialty Items" for thiscontract. Bidders are reminded that these items must be subcontracted in order to be considered as specialty items.

CATEGORY: CONCRETE

LineNo

Pay Item Description

0870 907-501-K001 Transverse Grooving

1410 907-501-K001 Transverse Grooving

CATEGORY: CURBING, SIDEWALKS, GUTTERS

LineNo


0410 609-D002 Combination Concrete Curb and Gutter Type 2

0420 616-A001 Concrete Median and/or Island Pavement (100-mm)

0430 616-A003 Concrete Median and/or Island Pavement (250-mm)

CATEGORY: EROSION CONTROL

LineNo


0150 213-C001 Superphosphate

0160 215-A001 Vegetative Materials for Mulch

0170 216-A001 Solid Sodding

0180 219-A001 Watering

0190 220-A001 Insect Pest Control

0700 907-217-A001 Ditch Liner

0720 907-225-A001 Grassing

0730 907-225-B001 Agricultural Limestone

0740 907-226-A002 Temporary Grassing

CATEGORY: GUARDRAIL, GUIDERAIL

LineNo


0390 606-B001 Guard Rail (Class A, Type 1)

0400 606-D012 Guard Rail, Bridge End Section, Type I

0920 907-606-E001 Guard Rail, Terminal End Section

CATEGORY: LANDSCAPING

LineNo


0710 907-223-A001 Mowing

CATEGORY: MISCELANEOUS/ SPECIALTY WORK ITEMS

LineNo


0860 907-423-A001 Rumble Strips (Ground In)

CATEGORY: PAVEMENT STRIPING AND MARKING

LineNo


1040 907-626-AA003 150-mm Thermoplastic Traffic Stripe (Skip White) (2.25-mm min)

1050 907-626-BB003 150-mm Thermoplastic Traffic Stripe (Continuous White) (2.25-mm min)

1060 907-626-CC004 150-mm Thermoplastic Double Drop Edge Stripe (Continuous White) (2.25-mm min)

1070 907-626-EE004 150-mm Thermoplastic Traffic Stripe (Continuous Yellow) (2.25-mm min)

1080 907-626-FF005 150-mm Thermoplastic Double Drop Edge Stripe (Continuous Yellow) (2.25-mm min)

1090 907-626-GG001 Thermoplastic Detail Stripe (150-mm Equivalent Length)(White)(2.25-mm min.)

1100 907-626-GG002 Thermoplastic Detail Stripe (150-mm Equivalent Length)(Yellow)(2.25-mm min.)

1110 907-626-H002 Thermoplastic Legend (White)(3.00-mm min.)

1120 907-627-J001 Two-Way Clear Reflective High Performance Raised Markers

1130 907-627-K001 Red-Clear Reflective High Performance Raised Markers

1140 907-627-L001 Two-Way Yellow Reflective High Performance Raised Markers

1150 907-628-II001 150-mm High Performance Cold Plastic Traffic Stripe (Skip White)

1160 907-628-KK001 150-mm High Performance Cold Plastic Edge Stripe (Continuous White)

1170 907-628-NN001 150-mm High Performance Cold Plastic Edge Stripe (Continuous Yellow)

CATEGORY: DISPOSAL OF BUILDINGS, RIGHT OF WAY CLEA

LineNo


0080 202-B088 Removal of Guard Rail (Including Rails, Posts and Terminal Ends)

0110 202-B156 Removal of Traffic Stripe

0240 406-A001 Cold Milling of Bituminous Pavement (All Depths)

CATEGORY: SURVEY AND STAKING

LineNo


0930 907-617-A003 Right-of-Way Marker

1180 907-699-A001 Roadway Construction Stakes

CATEGORY: TRAFFIC CONTROL - PERMANENT

LineNo


0540 630-A001 Standard Roadside Signs (Sheet Aluminum, 2.03-mm Thickness)

0550 630-A002 Standard Roadside Signs (Sheet Aluminum, 3.18-mm Thickness)

0560 630-C003 Steel U-Section Posts (4.46 kg/m)

0570 630-E004 Structural Steel Angles & Bars (12 mm x 63 mm Flat Bars)

0580 630-F001 Delineators (Guard Rail)(White)

0590 630-F002 Delineators (Guard Rail)(Yellow)

0600 630-F003 Delineators (Flexible Post Mounted)(Crossover)(Type I)(Green)

0610 630-F004 Delineators (Flexible Post Mounted)(Crossover)(Type I)(Yellow)

CATEGORY: TRAFFIC CONTROL - PERMANENT

LineNo


0620 630-G002 Type 3 Object Markers (OM-3R) Post Mounted

0630 630-G003 Type 3 Object Markers (OM-3L) Post Mounted

0640 630-K003 Welded & Seamless Steel Pipe Posts (DN 100)

CATEGORY: TRAFFIC CONTROL - TEMPORARY

LineNo


0450 619-D1001 Standard Roadside Construction Signs (less than 0.9 square meter)

0460 619-D2001 Standard Roadside Construction Signs (0.9 square meter or more)

0470 619-E1001 Flashing Arrow Panel (Type C)

0480 619-G4001 Barricades (Type III) (Single Faced)

0490 619-G5001 Free Standing Plastic Drums

0500 619-G7001 Warning Lights (Type "B")

0510 619-K2001 Installation and Removal of Guard Rail (Bridge End Section)

1010 907-619-C6001 Red-Clear Reflective High Performance Raised Marker

1020 907-619-C7001 Two-Way Yellow Reflective High Performance Raised Marker

1030 907-619-K4001 Installation and Removal of Guardrail (Terminal End Section)

General Decision Number: MS100203 06/04/2010 MS203 Superseded General Decision Number: MS20080203 State: Mississippi Construction Type: Highway Counties: Amite, Covington, Issaquena, Jefferson Davis, Lawrence, Lincoln, Marion, Sharkey, Walthall and Warren Counties in Mississippi. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Modification Number Publication Date 0 03/12/2010 1 06/04/2010 ELEC0480-008 07/01/2009 Amite, Covington, Issaquena, Lawrence, Lincoln, Sharkey, Walthall, and Warren Counties Rates Fringes ELECTRICIAN......................$ 21.80 7.93 ---------------------------------------------------------------- * ELEC0903-010 06/01/2010 Jefferson Davis and Marion Counties Rates Fringes ELECTRICIAN......................$ 23.60 6.83 ---------------------------------------------------------------- SUMS2008-121 09/04/2008 Rates Fringes CARPENTER, Including Form Work...$ 11.42 0.12 CEMENT MASON/CONCRETE FINISHER...$ 10.82 0.00 IRONWORKER, REINFORCING..........$ 11.30 0.00 LABORER: Common or General......$ 8.64 0.00 LABORER: Pipelayer..............$ 9.68 0.00 OPERATOR: Backhoe/Excavator.....$ 11.32 0.00 OPERATOR: Broom.................$ 10.17 0.00

Page 1 of 4

6/11/2010http://www.wdol.gov/wdol/scafiles/davisbacon/ms203.dvb

OPERATOR: Bulldozer.............$ 10.77 0.00 OPERATOR: Crane.................$ 14.57 0.00 OPERATOR: Grader/Blade..........$ 12.46 0.00 OPERATOR: Loader................$ 10.15 0.00 OPERATOR: Mechanic..............$ 12.04 0.00 OPERATOR: Oiler.................$ 12.33 0.48 OPERATOR: Roller................$ 9.31 0.00 OPERATOR: Scraper...............$ 10.00 0.00 OPERATOR: Tractor...............$ 7.79 0.00 OPERATOR: Asphalt Paver and Asphalt Spreader.................$ 10.00 0.00 TRUCK DRIVER.....................$ 9.22 0.00 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ======================================================== Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)). ---------------------------------------------------------------- -- In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. ---------------------------------------------------------------- -- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in he matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling

Page 2 of 4


On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final.

Page 3 of 4


END OF GENERAL DECISION

Page 4 of 4


Section 905Proposal (Sheet 2 - 1)

NH-0015-02(084)PH3 / 102921302Jefferson Davis County

Reconstructing approximately 5 miles of U.S. Highway 84 between Prentiss and the Covington County Line, known as Federal Aid Project No. NH-0015-02(084)PH3 /102921302, in the County of Jefferson Davis, State of Mississippi.

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-A001 1 Lump Sum Clearing and GrubbingXXXXXXXX XXX

0020

.

201-B001 2 Hectare Clearing and Grubbing

0030

.

202-B005 68,130 SquareMeter

Removal of Asphalt Pavement (All Depths)

0040

.

202-B025 600 SquareMeter

Removal of Concrete Paved Ditch

0050

.

202-B066 158 Meter Removal of Pipe (200-mm and above)

0060

.

202-B081 16 Each Removal of Headwall

0070

.

202-B082 155 Meter Removal of Box Culvert

0080

.

202-B088 134 Meter Removal of Guard Rail (Including Rails, Posts and Terminal Ends)

(Date Printed 06/11/10 11:04 am) (Addendum No. 1 )



LineNo.

Item Code AdjCode

Quantity Units Description Unit Price Bid Amount

0090

.

202-B089 16 Each Removal of Box Culvert Headwall (All Sizes)

0100

.

202-B099 1 Each Removal of Inlet and Junction Box (All Types & Sizes)

0110

.

202-B156 20 Kilometer Removal of Traffic Stripe

0120

.

203-G003 (E ) 9,825 CubicMeter

Excess Excavation (FM) (AH)

0130Changed 06/11/2010

206-A001 (S ) 3,004 CubicMeter

Structure Excavation

0140Changed 06/11/2010

206-B001 (E ) 114 CubicMeter

Select Material for Undercuts (Contractor Furnished) (FM)

0150

.

213-C001 40 Metric Ton Superphosphate

0160

.

215-A001 224 Metric Ton Vegetative Materials for Mulch

0170

.

216-A001 14,695 SquareMeter

Solid Sodding

0180Changed 06/11/2010

219-A001 926 thousandliter

Watering6. 00 5,556. 00

0190

.

220-A001 20 Hectare Insect Pest Control75. 00 1,500. 00

0200

.

221-A001 (S ) 2,499 CubicMeter

Portland Cement Concrete Paved Ditch




LineNo.

Item Code AdjCode


0210

.

235-A001 5,018 Bale Temporary Erosion Checks

0220

.

236-A007 20 Each Silt Basin (Type D1)

0230

.

305-B003 (GT ) 6,102 Metric Ton Size I Stabilizer Aggregate, Coarse

0240

.

406-A001 10,678 SquareMeter

Cold Milling of Bituminous Pavement (All Depths)

0250

.

408-A003 (A3 ) 29,884 Liter Asphalt for Prime Coat, Cut-Back MC-70 or Emulsified EA-1

0260

.

501-E001 63 Meter Expansion Joints (Without Dowels)

0270

.

502-A001 (C ) 399 SquareMeter

Reinforced Cement Concrete Bridge End Pavement

0280Changed 06/11/2010

602-A001 (S ) 42,437 Kilogram Reinforcing Steel

0285Added 06/11/2010

603-C-A002 (S ) 80 Meter 450-mm Reinforced Concrete Pipe, Class III

0290Changed 06/11/2010


0300Changed 06/11/2010


0310Changed 06/11/2010





LineNo.

Item Code AdjCode


0320Changed 06/11/2010


0330Changed 06/11/2010


0335Added 06/11/2010

603-C-B001 (S ) 1 Each 450-mm Reinforced Concrete End Section

0340Changed 06/11/2010


0350Changed 06/11/2010


0360

.


0370Changed 06/11/2010


0380Changed 06/11/2010


0385Added 06/11/2010

603-S-B004 (S ) 3 Each 600-mm Branch Connections (Stub into Box Culvert)

0386Added 06/11/2010

604-B001 1,380 Kilogram Gratings

0390

.

606-B001 199 Meter Guard Rail (Class A, Type 1)

0400

.

606-D012 4 Each Guard Rail, Bridge End Section, Type I




LineNo.

Item Code AdjCode


0410

.

609-D002 (S ) 169 Meter Combination Concrete Curb and Gutter Type 2

0420

.

616-A001 (S ) 110 SquareMeter

Concrete Median and/or Island Pavement (100-mm)

0430

.

616-A003 (S ) 37 SquareMeter

Concrete Median and/or Island Pavement (250-mm)

0440

.

618-A001 1 Lump Sum Maintenance of TrafficXXXXXXXX XXX

0450

.

619-D1001 10 SquareMeter

Standard Roadside Construction Signs (less than 0.9 square meter)

0460

.

619-D2001 552 SquareMeter

Standard Roadside Construction Signs (0.9 square meter or more)

0470

.

619-E1001 4 Each Flashing Arrow Panel (Type C)

0480

.

619-G4001 807 Meter Barricades (Type III) (Single Faced)

0490

.

619-G5001 592 Each Free Standing Plastic Drums

0500

.

619-G7001 12 Each Warning Lights (Type "B")

0510

.

619-K2001 4 Each Installation and Removal of Guard Rail (Bridge End Section)

0520

.

620-A001 1 Lump Sum MobilizationXXXXXXXX XXX




LineNo.

Item Code AdjCode


0530

.

621-A001 1 Each Field Laboratory

0540

.

630-A001 9 SquareMeter

Standard Roadside Signs (Sheet Aluminum, 2.03-mm Thickness)

0550

.

630-A002 33 SquareMeter

Standard Roadside Signs (Sheet Aluminum, 3.18-mm Thickness)

0560

.

630-C003 129 Meter Steel U-Section Posts (4.46 kg/m)

0570

.

630-E004 88 Kilogram Structural Steel Angles & Bars (12 mm x 63 mm Flat Bars)

0580

.

630-F001 22 Each Delineators (Guard Rail)(White)

0590

.

630-F002 14 Each Delineators (Guard Rail)(Yellow)

0600

.

630-F003 12 Each Delineators (Flexible Post Mounted)(Crossover)(Type I)(Green)

0610

.

630-F004 12 Each Delineators (Flexible Post Mounted)(Crossover)(Type I)(Yellow)

0620

.

630-G002 2 Each Type 3 Object Markers (OM-3R) Post Mounted

0630

.

630-G003 2 Each Type 3 Object Markers (OM-3L) Post Mounted

0640

.

630-K003 47 Meter Welded & Seamless Steel Pipe Posts (DN 100)




LineNo.

Item Code AdjCode


0650Changed 06/11/2010

815-A007 (S ) 1,500 Metric Ton Loose Riprap, (Size 136 kg)

0660

.

815-A005 (S ) 272 Metric Ton Loose Riprap, (Size 45 kg)

0670

.

907-202-A001 1 Lump Sum Removal of Obstructions BridgesXXXXXXXX XXX

0680

.

907-203-A002 (E ) 119,139 CubicMeter

Unclassified Excavation (FM) (AH)

0690

.

907-203-EX004 (E ) 69,209 CubicMeter

Borrow Excavation (AH)(FME) (Class B9)

0700

.

907-217-A001 2,985 SquareMeter

Ditch Liner

0710

.

907-223-A001 160 Hectare Mowing

0720

.

907-225-A001 40 Hectare Grassing

0730

.

907-225-B001 268 Metric Ton Agricultural Limestone

0740

.

907-226-A002 20 Hectare Temporary Grassing

0750

.

907-234-A002 784 Meter Temporary Silt Fence

0760

.

907-236-B004 2 Each Maintenance and Removal of Existing Silt Basins (Type D)




LineNo.

Item Code AdjCode


0770

.

907-237-A002 305 Meter Wattles, 500-mm

0780

.

907-245-A001 182 Meter Triangular Silt Dike

0790

.

907-246-A001 152 Meter Sandbags

0800

.

907-247-A001 6 Each Temporary Stream Diversion

0810Changed 06/11/2010

907-304-C003 (GM ) 24,270 CubicMeter

Granular Material (AEA) (Class 6, Group C)

0820Changed 06/11/2010

907-304-C004 (GM ) 43,985 CubicMeter

Granular Material (AEA) (Class 9, Group C)

0830

.

907-307-C001 (M ) 7,427 SquareMeter

150-mm Soil-Lime-Water Mixing (Class C)

0840

.

907-307-D001 108 Metric Ton Lime

0850

.

907-407-A001 (A2 ) 184,227 Liter Asphalt for Tack Coat

0860

.

907-423-A001 32 Kilometer Rumble Strips (Ground In)

0870

.

907-501-K001 399 SquareMeter

Transverse Grooving

0880Changed 06/11/2010

907-601-B001 (S ) 14 CubicMeter

Class "B" Structural Concrete, Minor Structures




LineNo.

Item Code AdjCode


0890

.

907-603-ALT01 (S ) 1,688 Meter 450-mm Type A Alternate Pipe

0900Changed 06/11/2010

907-603-ALT05 (S ) 205 Meter 600-mm Type A Alternate Pipe

0910

.

907-603-ALT09 (S ) 26 Meter 750-mm Type A Alternate Pipe

0920

.

907-606-E001 4 Each Guard Rail, Terminal End Section

0930

.

907-617-A003 12 Each Right-of-Way Marker

0940

.

907-619-A1010 35 Kilometer Temporary Traffic Stripe (Continuous White)

0950

.

907-619-A2010 31 Kilometer Temporary Traffic Stripe (Continuous Yellow)

0960

.

907-619-A3005 28 Kilometer Temporary Traffic Stripe (Skip White)

0970

.

907-619-A4005 19 Kilometer Temporary Traffic Stripe (Skip Yellow)

0980

.

907-619-A5005 22,758 Meter Temporary Traffic Stripe (Detail)

0990

.

907-619-A6009 1,085 Meter Temporary Traffic Stripe (Legend)

1000

.

907-619-A6010 12 SquareMeter

Temporary Traffic Stripe (Legend)




LineNo.

Item Code AdjCode


1010

.

907-619-C6001 500 Each Red-Clear Reflective High Performance Raised Marker

1020

.

907-619-C7001 1,000 Each Two-Way Yellow Reflective High Performance Raised Marker

1030

.

907-619-K4001 4 Each Installation and Removal of Guardrail (Terminal End Section)

1040

.

907-626-AA003 18 Kilometer 150-mm Thermoplastic Traffic Stripe (Skip White) (2.25-mm min)

1050

.

907-626-BB003 2 Kilometer 150-mm Thermoplastic Traffic Stripe (Continuous White) (2.25-mmmin)

1060

.

907-626-CC004 17 Kilometer 150-mm Thermoplastic Double Drop Edge Stripe (Continuous White)(2.25-mm min)

1070

.

907-626-EE004 2 Kilometer 150-mm Thermoplastic Traffic Stripe (Continuous Yellow) (2.25-mmmin)

1080

.

907-626-FF005 15 Kilometer 150-mm Thermoplastic Double Drop Edge Stripe (ContinuousYellow) (2.25-mm min)

1090

.

907-626-GG001 3,643 Meter Thermoplastic Detail Stripe (150-mm EquivalentLength)(White)(2.25-mm min.)

1100

.

907-626-GG002 2,548 Meter Thermoplastic Detail Stripe (150-mm EquivalentLength)(Yellow)(2.25-mm min.)

1110

.

907-626-H002 535 Meter Thermoplastic Legend (White)(3.00-mm min.)

1120

.

907-627-J001 300 Each Two-Way Clear Reflective High Performance Raised Markers




LineNo.

Item Code AdjCode


1130

.

907-627-K001 1,063 Each Red-Clear Reflective High Performance Raised Markers

1140

.

907-627-L001 92 Each Two-Way Yellow Reflective High Performance Raised Markers

1150

.

907-628-II001 168 Meter 150-mm High Performance Cold Plastic Traffic Stripe (Skip White)

1160

.

907-628-KK001 168 Meter 150-mm High Performance Cold Plastic Edge Stripe (ContinuousWhite)

1170

.

907-628-NN001 168 Meter 150-mm High Performance Cold Plastic Edge Stripe (ContinuousYellow)

1180

.

907-699-A001 1 Lump Sum Roadway Construction StakesXXXXXXXX XXX

1190Changed 06/11/2010

907-804-B001 (S ) 481 CubicMeter

Box Bridge Concrete (Class B)

1200

.

907-815-F002 (S ) 1,700 Metric Ton Sediment Control Stone

ALTERNATE GROUP AA NUMBER 1

1210

.

907-308-A001 1,527 Metric Ton Portland Cement

1220

.

907-308-B002 (M ) 147,745 SquareMeter

Soil-Cement-Water Mixing, (Optional Mixers) (Base)

ALTERNATE GROUP AA NUMBER 2

1230

.

907-311-A002 (M ) 147,745 SquareMeter

Processing Lime and Fly Ash Treated Course, 150 mm Thick




LineNo.

Item Code AdjCode


1240

.

907-311-B001 1,092 Metric Ton Lime

1250

.

907-311-C003 4,369 Metric Ton Fly Ash, Class C or F

ALTERNATE GROUP BB NUMBER 1

1260

.

907-403-A001 (BA1 ) 252 Metric Ton Hot Mix Asphalt, ST, 9.5-mm mixture

1270

.

907-403-A003 (BA1 ) 409 Metric Ton Hot Mix Asphalt, ST, 19-mm mixture

1280

.

907-403-A010 (BA1 ) 184 Metric Ton Hot Mix Asphalt, HT, 12.5-mm mixture

1290

.

907-403-A011 (BA1 ) 16,308 Metric Ton Hot Mix Asphalt, HT, 19-mm mixture

1300

.

907-403-D001 (BA1 ) 21,524 Metric Ton Hot Mix Asphalt, HT, 9.5-mm mixture, Polymer Modified

1310

.

907-403-D002 (BA1 ) 7,575 Metric Ton Hot Mix Asphalt, HT, 12.5-mm mixture, Polymer Modified

ALTERNATE GROUP BB NUMBER 2

1320

.

907-403-M003 (BA1 ) 252 Metric Ton Warm Mix Asphalt, ST, 9.5-mm mixture

1330

.

907-403-M005 (BA1 ) 409 Metric Ton Warm Mix Asphalt, ST, 19-mm mixture

1340

.

907-403-M010 (BA1 ) 184 Metric Ton Warm Mix Asphalt, HT, 12.5-mm mixture




LineNo.

Item Code AdjCode


1350

.

907-403-M011 (BA1 ) 16,308 Metric Ton Warm Mix Asphalt, HT, 19-mm mixture

1360

.

907-403-P001 (BA1 ) 21,524 Metric Ton Warm Mix Asphalt, HT, 9.5-mm mixture, Polymer Modified

1370

.

907-403-P002 (BA1 ) 7,575 Metric Ton Warm Mix Asphalt, HT, 12.5-mm mixture, Polymer Modified

Bridge Items

1380

.

805-A001 (S ) 64,091 Kilogram Reinforcement

1390

.

813-A001 (S ) 288 Meter Concrete Railing

1400

.

815-A007 (S ) 554 Metric Ton Loose Riprap, (Size 136 kg)

1410

.

907-501-K001 1,573 SquareMeter

Transverse Grooving

1420

.

907-803-B002 (S ) 2 Each Conventional Static Pile Load Test5,000. 00 10,000. 00

1430

.

907-803-E001 (S ) 1,610 Meter 400-mm x 400-mm Prestressed Concrete Piling

1440

.

907-803-E002 (S ) 1,396 Meter 350-mm x 350-mm Prestressed Concrete Piling

1450

.

907-803-I001 (S ) 3 Each PDA Test Pile




LineNo.

Item Code AdjCode


1460

.

907-804-A001 (S ) 640 CubicMeter

Bridge Concrete (Class AA)

1470

.

907-804-C022 (S ) 854 Meter 18-m Prestressed Concrete Beams, Type II+50

1480

.

907-815-E001 (S ) 276 SquareMeter

Geotextile Fabric under Riprap




*** 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


I (We) enclose a certified check, cashier's check or bid...

Documents

Transcript of I (We) enclose a certified check, cashier's check or bid...