Schedule_of_Items.pdf

PART I – THE SCHEDULE

SECTION B - Supplies or Services and Prices/Costs Schedule of Items

Bid Item 1, Base Bid: Work consists of resurfacing designated sections of Eagle Knob Road, FSR #238, with asphalt pavement, repairing road base by removing and replacing existing base material and/or using asphalt base mix, replacing approximately 10 culverts, and cleaning ditches and culverts. Work will be performed from MP 0.00 – 1.46.

Item

Number Description

Method of

Measurement Unit Quantity Unit Price Total

151.01 Mobilization LSQ

Lump

Sum 1 $ $

303.20 Ditch Cleaning CQ Mile 1.6 $ $

308.02

Roadway Aggregate

Shoulder, VDOT Grade 21A pug mix, Compaction

Method (a)2 AQ Ton 130 $ $

308.10

Backfill Aggregate for

Culverts, VDOT Grade 21A pug mix, Compaction

Method (b) AQ Ton 30 $ $

404.02

Minor Hot Asphalt Concrete for Resurfacing, VDOT

Grade IM-19 with Limestone

Aggregate, Compaction

Method 2 AQ Ton 2,200 $ $

404.03

Minor Hot Asphalt Concrete for Leveling, VDOT Grade

IM-19 with Limestone

Aggregate, Compaction

Method 2 AQ Ton 30 $ $

412.01

Tack Coat, Emulsified

Asphalt, Grade SS-1 AQ Gallon 1,500 $ $

602.01A

18” Aluminized Type 2, 2-

2/3” x ½” Corr. Steel

Culvert, 0.109” Thick., Compaction Method B AQ

Linear

Foot 362 $ $

607.20 Cleaning Culverts in Place AQ Each 5 $ $

635.01 Temporary Traffic Control LSQ

Lump

Sum 1 $ $

TOTAL: Bid Item 1, Base Bid $

Bid Item 2, Add Item 1: FSR #238 - Clean existing asphalt surface, apply SS-1 tack coat, and place 2”

(compacted thickness) of VDOT grade IM-19 hot asphalt concrete over the full width of the existing asphalt surface. Work will be performed from MP 1.11 – 1.26.

Description

Method of

Measurement Unit Quantity Unit Price Total

404.02

Minor Hot Asphalt Concrete for Resurfacing, VDOT

Grade IM-19 with

Limestone Aggregate, Compaction Method 2 AQ Ton 200 $ $

412.01

Tack Coat, Emulsified

Asphalt, Grade SS-1 AQ Gallon 150 $ $

TOTAL: Bid Item 2, Add Item 1 $

Bid Item 3, Add Item 2: FSR #238 - Clean existing asphalt surface, apply SS-1 tack coat, and place 2” asphalt surface. Work will be performed from MP 1.26 – 1.46.

Description

Method of

Measurement Unit Quantity Unit Price Total

404.02

Minor Hot Asphalt Concrete for Resurfacing, VDOT

Grade IM-19 with

Limestone Aggregate, Compaction Method 2 AQ Ton 260 $ $

412.01

Tack Coat, Emulsified

Asphalt, Grade SS-1 AQ Gallon 200 $ $

TOTAL: Bid Item 3, Add Item 2 $

Bid Item 4, Add Item 3: FSR #238A - Clean existing asphalt surface, apply SS-1 tack coat, and place 2” asphalt surface. Work will be performed from MP 0.00 – 0.15.

Description

Method of

Measurement Unit Quantity Unit Price Total

404.02

Minor Hot Asphalt Concrete for Resurfacing, VDOT

Grade IM-19 with

Limestone Aggregate, Compaction Method 2 AQ Ton 200 $ $

412.01

Tack Coat, Emulsified

Asphalt, Grade SS-1 AQ Gallon 150 $ $

TOTAL: Bid Item 4, Add Item 3 $

METHODS OF MEASUREMENT (See FP-03 Subsection 109.05)

AQ: APPROXIMATE QUANTITY

CQ: CONTRACT QUANTITY

LSQ: LUMP SUM QUANTITY

Note to Contractors:

Faxed bids or changes to bids will not be accepted. Emailed bids or changes to bids will not be accepted. Hardcopy bids must be delivered to the address shown on the front of the Invitation for Bid in block 7 by the bid opening date and time stated in Block 13A.

Submittal requests may not be made until after award. Bid project as specified.

Recommended format for bid bonds is the SF-24. Original bid bond must be submitted with the bid. Failure to submit an original bid bond may result in your bid being found non-responsive.

Complete, by checking correct box, the certification statements required in Section K, and submit with the bid.

Davis-Bacon wage rates applicable to this project are attached. Successful contractor is required to pay these rates at a minimum for the category of worker that will be used on this job. Contractor is required to submit weekly payrolls to project COR, and to keep payrolls filed for three years subject to DOL review.

Registration in SAM is not required for submission of a bid; however registration must be completed within 5 days of notification of award. (See FAR 52.204-7(d)). Access SAM at www.sam.gov/; registration is free.

Following contract award and during contract performance, the government reserves the right to make changes by contract modification to include additional work at the awarded unit prices (by mutual agreement with the contractor), for excavation, paving and other associated site work (including culvert replacement), upon adjacent road or parking surfaces, without further advertisement or competition. Additional work will be performed to the same technical requirements of the original contract.

A complete bid package includes the Submittal Copy in its entirety:

Completed SF-1442 (Fill in Blocks 14-20)

Completed Schedule of Items (Section B)

Completed Representations and Certifications (Section K)

Original bid bond

OF-17 Bid Sticker should be clearly affixed to your sealed bid envelope http://www.sam.gov/