MRL_Phase 2A_PRICING SCHEDULE_26MAY17.pdf

MARYSVILLE RING LEVEE, PHASE 2A NORTH

May 26, 2017

PRICING SCHEDULE

CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO PERFORM ALL WORK IN STRICT CCORDANCE WITH THE TERMS AND CONDITIONS SETBFORTH IN THE CONTRACT TO INCLUDE ALL ATTACHMENTS

THERETO.

CONTRACT

LINE ITEM

NO.

DESCRIPTION ESTIMATED

QUANTITY

UNIT OF

MEASURE

UNIT PRICE TOTAL PRICE

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB $

0002 PROTECT UTILITIES IN‐PLACE 1 JOB $

0003 TEMPORARY SAFETY FENCE 1 JOB $

0004 DEMOLITION 1 JOB $

0005 CLEARING AND GRUBBING 1 JOB $

0006 STRIPPING 19,100* SQUARE $

YARD

0007 AC/AB DEMOLITION 200* CUBIC YARD $

0008 STONE REVETMENT/CONCRETE RUBBLE

REMOVAL AND DISPOSAL

0008AA 0 to 1700 1,700* TON $

0008AB 1,701 & OVER 1,000* TON $

0009 EXCAVATION 38,500* CUBIC YARD $

0010 SLAG‐CEMENT‐BENTONITE CUTOFF WALL 44,380* SQUARE $

FEET

0013 IMPERVIOUS LEVEE FILL FROM EXCAVATION 6,200* CUBIC YARD $

0014 IMPORTED IMPERVIOUS LEVEE FILL 22,600* CUBIC YARD $

0015 GENERAL LEVEE FILL 17,900* CUBIC YARD $

0016 CONCRETE WALL FOOTING 225* LINEAR FEET $

0017 GEOTEXTILE FILTER FABRIC 1,950* SQUARE $

FEET

0018 DRAINAGE MATERIAL 70* TON $

0019 SUBDRAINAGE PIPE 330* LINEAR FEET $

0020 SUBDRAIN CLEANOUTS 1 JOB $

0021 SAFETY RAILING 2,750* POUND $

0022 AGGREGATE BASE COURSE (AB) 640* TON $

0023 BITUMINOUS CONCRETE PAVEMENT 70* TON $

0024 PIPE GATES 1 JOB $

0025 GRASS SEEDING AND EROSION CONTROL 6.2* ACRES $

0026 PAVEMENT MARKING ON BIKE TRAIL 1 JOB $

STORM WATER POLLUTION PREVENTION PLAN

(SWPPP), DESIGN, DEVELOPMENT, AND

IMPLEMENTATION

1 JOB $

0028 PRE‐ AND POST‐ PROJECT SURVEYS 1 JOB $

0029 TEMPORARY TRAFFIC CONTROL 1 JOB $

0030 AC DIKE 130* LINEAR FEET $

0031 HAUL OFF EXCESS EXCAVATED MATERIAL 19,800* TON $

0032 WASTE OF EXCAVATED MATERIAL 1,090* TON $

0033 SURFACE DEFORMATION MONITORING 1 JOB $

0034 AC/AB DEMOLITION IN STAGING AREAS 1 590* CY $

BITUMINOUS CONCRETE PAVEMENT FOR

STAGING AREA 1 RESTORATION 300* TON $

AGGREGATE BASE COURSE FOR STAGING

AREA 1 RESTORATION 860* TON $

BITUMINOUS PAVEMENT PATCHING FOR

STAGING AREA 3 420* TON $

0038 LEVELING AT STAGING AREA 2 1 JOB $

OPTION ITEM (PRICE REQUIRED)

0039 IMPORTED TOPSOIL 17,100* SQUARE $

YARD

0040 CONSTRUCTION STANDBY 30* DAY $

TOTAL PRICE $

(ITEMS 0001 THROUGH 0038)

NOTES:

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

2. Prices must be submitted on all individual items of this Pricing Schedule. Failure to do so may be cause for rejection of bids.

3. 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.

4. 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.

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

6. Notwithstanding any other provision of this solicitation, the award will be made to the successful offeror for SCHEDULE A In accordance with Section 00100. Bidders must submit prices on all items.

7. This option item No. 0039 allows the Government the unilateral right to require the Contractor to perform in accordance with this requirement. The Contractor shall immediately perform upon receipt of the Government’s written notice to perform, and topsoil placement on the levee slope shall be completed by October 31, 2018.

8. This option item No. 0040 allows the Government the unilateral right to require the Contractor to standby at the daily rate proposed for a period of time as the Government determines is necessary, in each instance, for up to a total period of time not to exceed thirty

(30) calendar days, which days may be non‐consecutive. Upon receipt of the Government’s written notice(s) to standby, the

Contractor shall immediately standby until otherwise directed by the Government, and all construction shall be completed by October 31, 2018.

9. This variation in estimated quantities clause is applicable only to Items No. 0008.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent sub‐item or elimination of all work under such a second or subsequent sub‐item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for items Nos. 0008 is less than 85% of the quantity of the first sub‐item listed under such item, the contractor will be paid at the contract unit price for that sub‐item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause FAR 52.212‐11, Variation in Estimated Quantities.

(c) If the actual quantity of work performed under Items Nos. 0008 exceeds 115% or is less than 85% of the total estimated quantity of the sub‐item under that item and/or if the quantity of the work performed under the second sub‐item or any subsequent sub‐item under Items Nos .0008 exceeds 115% or is less than 85% of the estimated quantity of any such sub‐item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211‐18, Variation in Estimated Quantities.

* QUANTITY IS AN ESTIMATED AMOUNT. SEE SECTION 00700, FAR 52.211‐18, FOR VARIATION IN ESTIMATED QUANTITY CONTRACT CLAUSE.