HSG PARK JOINT VENTURE, LLC

ADJUST AND STRAIGHTEN 180 FEET OF EXISTING FABRIC AT AGGREGATE PATH AND FISH STAGING AREA. REPLACE 6-INCH AGGREGATE SURFACE WITH 8-INCH COARSE AGGREGATE ABOVE EXISTING FABRIC TO RESTORE PATH. GRADE ACCESS ROAD AND PARKING AREA TO REMOVE RUTS.

THIS CONTRACT IS MODIFIED TO: INCREASE THE CONTRACT QUANTITY TO A FINAL QUANTITY FOR CLIN 0009AC (GRANULAR FILL).

DECREASE THE CONTRACT QUANTITY TO A FINAL QUANTITY FOR CLIN 0003AB CLIN 0007AA (EXCAVATION) CLIN 0007AB (EXCAVATION) CLIN 0010AB (B1 BEDDING) CLIN 0013AB (R270 RIP RAP) CLIN 0014 AA (BOULDERS) CLIN 0014AB (BOULDERS) CLIN 0017AB (TOPSOIL)

INCREASE THE CONTRACT QUANTITY TO AN INTERIM QUANTITY FOR CLIN 009AB GRANULAR FILL (OVER 2000 CY).

ADJUST THE ESTIMATED CONTRACT QUANTITIES TO ACTUAL FINAL QUANTITIES FOR CLINS 006AC CHINKING STONE (OVER 1,400 TONS) 0011AB B3 BEDDING (OVER 1,300 TONS) 0012AB R20 RIPRAP (OVER 7,000 TONS) 0016AB AGGREGATE BASE (OVER 1,300 TONS).

(1) COMPENSATE THE CONTRACTOR FOR ADDITIONAL CONCRETE FOUNDATION DEMOLITION AND REMOVAL OF TIMBER PILING (2) COMPENSATE THE CONTRACTOR FOR TELEVISING RCP (3) REVISE CONTRACT DRAWINGS (4) ADJUST THE SPECIFICATIONS TO INCLUDE TELEVISING RCP.

COMPENSATE THE CONTRACTOR FOR ADDITIONAL CONCRETE DEMOLITION AND REMOVAL OF TIMBER PILING AND TO ADD DRAWING REVISIONS FOR FISHING PIER RIPRAP.

FIRST 170,000 CY

FIRST 170,000 CY

VEQ FOR THE SHEET PILE DUE TO THE RIVER SURVEYS BEING OLD AND THE ACTUAL BOTTOM OF THE RIVER BEING DIFFERENT THAN THE SURVEYS.

FIRST 170,000 CY

THIS CONTRACT IS MODIFIED TO: INCREASE THE CONTRACT QUANTITY TO AN INTERIM QUANTITY FOR CLIN 006 CHINKING STONE

FIRST 170,000 CY

DRAIN 27 CONSTRUCTION OPTIONS

DRAYTON DAM PROJECT

PUMP STATION STRUCTURE

FARGO MOORHEAD METROPOLITAN AREA FLOOD RISK MANAGEMENT PROJECT - DRAIN 27 WETLAND RESTORATION.