A1.10-SOW_Pricing_Schedule.pdf

April 2015

Attachment 3 PRICING SCHEDULE (April 2015)

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY

TO PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET

FORTH IN THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

LINE

ITEM UNIT OF UNIT TOTAL

NO. DESCRIPTION QUANTITY MEASURE PRICE PRICE

0001 FLORIN CREEK RECONSTRUCTION

0001AA Mob/Demob 1 JB $__________

0001AB Prepare SWPPP 1 JB $__________

0001AC Dewatering and Control 1 JB $__________ of Surface Water

0001AD Tree Stump Removal 205 JB $__________

0001AE Clearing & Grubbing 1 JB $__________

0001AF Traffic Control 1 JB $__________

0001AG Remove Existing 1,260* SY $__________ Bike Trail

0001AH Remove Concrete Lining 50,950* SF $__________ (Low Flow Channel)

0001AI Remove Chain Link 10,850* LF $__________ Fencing & Gates

0001AJ Abandon Existing Sewer 1 JB $__________ Line (Station 40+60)

0001AK Creek Excavation 13,720* CY $__________

0001AL Embankment Fill 4,640* CY $__________

0001AM Modify Existing Drop 1 JB $__________ Structure (Station 13+50)

0001AN Modify Existing Sump 1 JB $__________ Outfall (Station 42+32)

0001AO Construct Low Flow 38,280* SF $__________ Channel 6” Thick)

0001AP Construct Low Flow 73,580* SF $__________ Channel 8” Thick)

0001AQ Aggregate Base 1,440* CY $__________ (Low Flow Channel)

0001AR Modify Existing Storm 1 JB $__________ Drain Outfall (8”)

0001AS Modify Existing Storm 3 JB $__________ Drain Outfall (12”)

0001AT Modify Existing Storm 1 JB $__________ Drain Outfall (21”)

0001AU Modify Existing Storm 1 JB $__________ Drain Outfall (30”)

0001AV Reconstruct Existing Storm 1 JB $__________ Drain Outfall Structure (36”, 42” & 54”)

0001AW Construct 12” Storm 3 JB $__________ Drain with Manhole

0001AX Construct 24” Storm 1 JB $__________ Drain with Outfall Structure

0001AY Construct 18” Ductile Iron Force 1 JB $__________ Main (CMLC) with Flap Gate and Outlet Structure

0001AZ Structure Excavation 2,160* CY $__________ (Retaining Wall)

0001BA Structure Backfill 1,430* CY $__________ (Retaining Wall)

0001BB Structure Concrete 360* CY $__________ (Retaining Wall)

0001BC Reinforcing Steel 31,630* LB $__________ (Retaining Wall)

0001BD Bridge Parapet Modification 110* LF $__________ (Persimmon Avenue)

0001BE Slope Paving (Franklin 1 JB $__________ Blvd Bridge)

0001BF Slope Paving (Brookfield Dr 1 JB $__________ Bridge)

0001BG Slope Paving (Center Parkway 1 JB $__________ Culvert)

0001BH Slope Paving (Persimmon Ave 1 JB $__________ Culvert)

0001BI Modify Existing Access 1 JB $__________ Ramp (Persimmon Ave)

0001BJ Remove and Replace Bollards 3 JB $__________

0001BK Hot Mix Asphalt 140* TON $__________

0001BL Aggregate Base Course 150* CY $__________ (Bike Trail)

0001BM Striping and Markings 1,080* LF $__________ (Bike Trail)

0001BN Chain Link Fencing & Gates 4,910* LF $__________

0001BO Erosion Control Seeding 5.0* ACRE $__________

0001BP Cable Railing 170* LF $__________

0001BQ Steel Sheet Pile 5,000* SF $__________

0001BR Steel Sheet Pile (Painting) 1,780 SF $__________

0001BS Lean Concrete Slurry 810* SY $__________

0001BT Geotextile Fabric 12,430* SY $__________

0001BU Construct 18” RCP Well 1 JB $__________ Discharge, with Manhole

0001BV Install 36” RCP 20* LF $__________

0001BW Construct Access Ramp with 1 JB $__________ Concrete Surface & Slopes (Sta 68+62, South Bank)

TOTAL PRICE $_______________

(ITEMS 0001AA THROUGH 0001BW)

NOTE: Bidders/offerors shall insert either figures or words, but not both.

1. Prices must be submitted on all individual items of this Pricing Schedule.

Failure to do so may be cause for rejection of bids.

2. If a modification to a price is submitted which provides for a job adjustment to the total price, the application of the job adjustment to each item in the Pricing Schedule must be stated. If it is not stated, the bidder/offeror agrees that the job adjustment shall be applied on a pro rata basis to every item in the Pricing Schedule.

3. The bidder/offeror shall distribute his indirect costs (overhead, profit, bond, etc.) over all the items in the Pricing Schedule. The Government will review all submitted Pricing Schedules for any unbalancing of the items. Any submitted Pricing Schedule determined to be unbalanced may be considered nonresponsive and cause the bidder to be ineligible for award.

4. The job, "JB", line items above are not "estimated quantity" line items and therefore are not subject to the Variation in Quantity contract clause.

5. Notwithstanding any other provision of this solicitation, the award will be made to the successful offeror for either SCHEDULE A, SCHEDULE B or both Schedules whichever is in the best interest of the Government and in accordance with Section 00100. Bidders must submit prices on all items, all Schedules.

* QUANTITY IS AN ESTIMATED AMOUNT. SEE SECTION 00700, FAR 52.211-18, FOR

VARIATION IN ESTIMATED QUANTITY CONTRACT CLAUSE.