PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/20/16 EST. NO. 004 TIME 06:21 PM R.E. NAME: HODZIC, SEID 11-2T1904 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/20/16 EST. NO. 004 TIME 06:21 PM R.E. NAME: HODZIC, SEID 11-2T1904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL MAR 16 CPR -6,000.00 002 PRTL MAR 16 DEL 2,000.00 003 DEL APR 16 CPR -6,000.00 003 DEL MAY 16 CPR -2,000.00 004 RECD APR 16 DEL 6,000.00 004 RECD MAR 16 DEL 4,000.00 004 8,000.00 -2,000.00 OVERBID ITEMS OVERBID ITEM NO. 151 -4,750.34 002 OVERBID ITEM NO. 151 -4,275.30 003 0.00 -9,025.64 TOTAL DEDUCTIONS 8,000.00 -11,025.64 PROGRAM CAS145 PAGE 1 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 06:21 PM ESTIMATE NO. 004 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 06/20/16 LOCATION PROGRESS ESTIMATE 11-SD-15-M5.6/R6.0 ----------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 9685 VIA EXCELENCIA, STE 200 FROM ADAMS AVE OVERCROSSING SAN DIEGO CA 92126 TO CAMINO DEL RIO SOUTH UNDERCROSSING FED. AID NO. ATPL-6211(129) CONSTRUCT COMMUTER BIKE FACILITY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 280,000.00 19.000 19,000.00 70.000 70,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.068 680.00 0.868 8,680 005 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.068 6,800.00 0.250 25,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 7.0000 210.00 0.000 0 007 TRAFFIC PLASTIC DRUM EA 75.0000 1,875.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,500.0000 28,000.00 2.943 10,300 009 TEMPORARY RAILING (TYPE K) LF 35.0000 196,000.00 4,875.400 170,639 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,500.0000 8,500.00 1.000 8,500 011 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.068 1,020.00 0.250 3,750 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.750 1,875 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 014 MOVE-IN/MOVE-OUT EA 320.0000 640.00 0.000 0 (TEMPORARY EROSION CONTROL) 015 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 10,080.00 0.000 0 (BONDED FIBER MATRIX) 016 TEMPORARY CHECK DAM LF 3.0000 5,370.00 75.000 225 017 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 9,750.00 31.000 7,750 018 TEMPORARY FIBER ROLL LF 3.0000 56,700.00 3,519.000 10,557 019 TEMPORARY CONSTRUCTION ENTRANCE EA 8,500.0000 25,500.00 1.000 8,500 020 STREET SWEEPING LS 30,000.0000 30,000.00 0.068 2,040.00 0.250 7,500 021 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 0.000 0 022 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.7000 1,751.00 0.000 0 (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 06:21 PM ESTIMATE NO. 004 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.1000 2,480.00 23,361.000 2,336 024 ABANDON CULVERT (LF) LF 50.0000 3,200.00 0.000 0 025 REMOVE FENCE LF 25.0000 2,275.00 21.000 525 026 REMOVE GUARDRAIL LF 13.0000 15,730.00 1,139.000 14,807 027 REMOVE IRRIGATION FACILITY LS 11,000.0000 11,000.00 1.000 11,000 028 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 3,688.00 0.000 0 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7000 833.00 0.000 0 030 REMOVE ROADSIDE SIGN EA 100.0000 1,100.00 11.000 1,100 031 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 5,000.00 0.000 0 032 REMOVE CULVERT (LF) LF 20.0000 6,200.00 26.000 520.00 312.000 6,240 033 REMOVE INLET EA 2,500.0000 2,500.00 1.000 2,500 034 REMOVE RETAINING WALL (PORTION) (CY) CY 300.0000 12,600.00 44.390 13,317 035 REMOVE CONCRETE (CY) CY 200.0000 84,000.00 69.100 13,820 036 CAP INLET EA 2,750.0000 8,250.00 1.000 2,750 037 CLEARING AND GRUBBING (LS) LS 51,020.0000 51,020.00 1.000 51,020 038 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.068 1,020.00 0.250 3,750 039 DUST PALLIATIVE LS 15,000.0000 15,000.00 0.000 0 040 ROADWAY EXCAVATION CY 25.0000 138,750.00 0.000 0 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 70.0000 1,032,500.00 2,512.000 175,840.00 12,660.000 886,200 (F) 042 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 150.0000 21,600.00 144.000 21,600.00 144.000 21,600 (F) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 316,320.00 2,038.000 61,140.00 2,038.000 61,140 (F) 044 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 150.0000 4,800.00 0.000 0 (F) 045 PERVIOUS BACKFILL MATERIAL (RETAINING CY 60.0000 27,180.00 120.000 7,200.00 120.000 7,200 (F) WALL) 046 DITCH EXCAVATION CY 130.0000 1,300.00 0.000 0 047 GEOSYNTHETIC REINFORCED EMBANKMENT SQYD 550.0000 143,000.00 0.000 0 048 ROADSIDE CLEARING LS 6,500.0000 6,500.00 0.000 0 049 WEED GERMINATION SQYD 3.5000 1,190.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 06:21 PM ESTIMATE NO. 004 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 IRON SULFATE (LB) LB 1.3000 1,131.00 0.000 0 051 RELOCATE IRRIGATION CONTROLLER EA 5,200.0000 5,200.00 0.000 0 052 PACKET FERTILIZER EA 0.2000 738.00 0.000 0 053 PLANT (GROUP K) EA 300.0000 1,200.00 0.000 0 054 PLANT (GROUP A) EA 7.3000 22,192.00 0.000 0 055 PLANT (GROUP U) EA 90.0000 18,900.00 0.000 0 056 SOD SQYD 33.0000 11,220.00 0.000 0 057 PLANT ESTABLISHMENT WORK LS 22,500.0000 22,500.00 0.000 0 058 WOOD MULCH CY 75.0000 8,250.00 0.000 0 059 CONTROL AND NEUTRAL CONDUCTORS LS 20,000.0000 20,000.00 0.000 0 060 1" REMOTE CONTROL VALVE EA 400.0000 4,400.00 0.000 0 061 1 1/2" REMOTE CONTROL VALVE EA 470.0000 4,230.00 0.000 0 062 RISER PEDESTAL EA 800.0000 800.00 0.000 0 063 TREE WELL SPRINKLER ASSEMBLY EA 40.0000 3,560.00 0.000 0 064 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 35.0000 5,250.00 0.000 0 065 RISER SPRINKLER ASSEMBLY EA 28.0000 224.00 0.000 0 066 1 1/2" GATE VALVE EA 380.0000 380.00 0.000 0 067 2" GATE VALVE EA 480.0000 2,400.00 0.000 0 068 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 49,674.00 0.000 0 (F) LINE) 069 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.3000 8,883.00 0.000 0 (F) (SUPPLY LINE) 070 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.5000 6,552.00 0.000 0 (F) (SUPPLY LINE) 071 2" PLASTIC PIPE (SCHEDULE 40) LF 6.7000 7,705.00 0.000 0 (F) (SUPPLY LINE) 072 3" PLASTIC PIPE (CLASS 315) LF 11.0000 37,400.00 0.000 0 (F) (SUPPLY LINE) 073 10" CORRUGATED HIGH DENSITY LF 85.0000 5,015.00 0.000 0 POLYETHYLENE PIPE CONDUIT 074 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 320.0000 640.00 0.000 0 075 FIBER ROLLS LF 3.7000 44,030.00 0.000 0 076 HYDROSEED SQFT 0.1000 8,570.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 06:21 PM ESTIMATE NO. 004 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 COMPOST SQFT 0.3500 1,043.00 0.000 0 078 INCORPORATE MATERIALS SQFT 0.5500 1,639.00 0.000 0 079 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 189,200.00 104.000 5,720 080 CEMENT TREATED PERMEABLE BASE CY 190.0000 20,900.00 0.000 0 081 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,900.0000 2,660.00 0.000 0 082 HOT MIX ASPHALT (TYPE A) TON 95.0000 209,000.00 0.000 0 083 MINOR HOT MIX ASPHALT TON 110.0000 17,600.00 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 14.0000 3,780.00 0.000 0 085 PLACE HOT MIX ASPHALT SQYD 10.0000 11,100.00 0.000 0 (MISCELLANEOUS AREA) 086 TACK COAT TON 2,500.0000 2,250.00 0.000 0 087 JOINTED PLAIN CONCRETE PAVEMENT CY 325.0000 100,750.00 0.000 0 088 JOINT SEAL (SILICONE) LF 8.0000 6,560.00 0.000 0 089 SOIL NAIL LF 55.0000 54,780.00 0.000 0 090 60" CAST-IN-DRILLED-HOLE CONCRETE LF 550.0000 54,450.00 0.000 0 PILE (SIGN FOUNDATION) 091 STRUCTURAL CONCRETE, RETAINING WALL CY 330.0000 1,648,350.00 1,434.000 473,220.00 2,739.000 903,870 (F) 092 STRUCTURAL CONCRETE CAP CY 900.0000 27,000.00 0.000 0 (F) 093 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 140,700.00 7.230 15,183.00 13.000 27,300 (F) 094 FRACTURED FIN TEXTURE SQFT 4.0000 83,788.00 2,959.000 11,836.00 6,553.000 26,212 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 511,887.00 148,424.000 148,424.00 303,555.000 303,555 (F) 096 STRUCTURAL SHOTCRETE CY 895.0000 17,900.00 0.000 0 (F) 097 FURNISH SIGN STRUCTURE (TUBULAR) LB 3.3000 118,314.90 0.000 0 (F) 098 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.1400 5,019.42 0.000 0 (F) 099 METAL (BARRIER MOUNTED SIGN) LB 35.0000 6,300.00 0.000 0 100 ROADSIDE SIGN - ONE POST EA 280.0000 3,640.00 0.000 0 101 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 170.00 0.000 0 METHOD) 102 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 15,960.00 0.000 0 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 5 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 06:21 PM ESTIMATE NO. 004 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,760.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 104 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 11.0000 8,030.00 0.000 0 105 18" ALTERNATIVE PIPE CULVERT LF 100.0000 69,000.00 470.200 47,020.00 490.500 49,050 106 18" SLOTTED PLASTIC PIPE LF 250.0000 20,000.00 0.000 0 107 18" REINFORCED CONCRETE PIPE LF 230.0000 15,870.00 0.000 0 108 3" PLASTIC PIPE (EDGE DRAIN) LF 2.4000 6,312.00 0.000 0 109 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 13.0000 741.00 0.000 0 110 GEOCOMPOSITE DRAIN SQFT 6.0000 1,476.00 0.000 0 111 18" ALTERNATIVE PIPE DOWNDRAIN LF 130.0000 9,620.00 0.000 0 112 24" ALTERNATIVE PIPE DOWNDRAIN LF 275.0000 5,500.00 0.000 0 113 18" CONCRETE FLARED END SECTION EA 1,650.0000 1,650.00 0.000 0 114 ROCK SLOPE PROTECTION CY 260.0000 4,420.00 0.000 0 (F) (1/4 T, METHOD B) (CY) 115 ROCK SLOPE PROTECTION CY 550.0000 3,850.00 0.000 0 (F) (FACING, METHOD B) (CY) 116 CONCRETE (DITCH LINING) CY 575.0000 149,500.00 0.000 0 117 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 25.0000 625.00 0.000 0 118 DETECTABLE WARNING SURFACE SQFT 50.0000 1,700.00 0.000 0 119 MINOR CONCRETE (CURB, SIDEWALK AND CY 900.0000 15,300.00 0.000 0 CURB RAMP) 120 MISCELLANEOUS IRON AND STEEL LB 1.5000 9,069.00 0.000 0 (F) 121 CHAIN LINK FENCE (TYPE CL-6) LF 28.0000 3,360.00 0.000 0 122 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 40.0000 3,640.00 0.000 0 123 BARRIER POST EA 200.0000 400.00 0.000 0 124 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 350.00 10.000 350 125 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 30.0000 186,450.00 0.000 0 (F) 126 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 50.0000 23,500.00 0.000 0 127 CABLE RAILING LF 17.0000 35,887.00 0.000 0 (F) 128 ALTERNATIVE CRASH CUSHION SYSTEM EA 35,000.0000 35,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 06:21 PM ESTIMATE NO. 004 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 CONCRETE BARRIER (TYPE 60 MODIFIED 1) LF 110.0000 49,500.00 0.000 0 130 CONCRETE BARRIER (TYPE 60 MODIFIED 2) LF 190.0000 49,400.00 0.000 0 131 CONCRETE BARRIER (TYPE 60D) LF 70.0000 40,600.00 0.000 0 132 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 90.0000 322,200.00 0.000 0 133 CONCRETE BARRIER (TYPE 60F MODIFIED 1) LF 175.0000 89,250.00 0.000 0 134 CONCRETE BARRIER (TYPE 60F MODIFIED 2) LF 200.0000 128,000.00 0.000 0 135 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 82.0000 88,642.00 0.000 0 (F) 136 CONCRETE BARRIER (TYPE 736A MODIFIRD 2) LF 105.0000 30,660.00 0.000 0 (F) 137 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 562.00 0.000 0 138 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3500 5,950.00 0.000 0 139 PAINT PAVEMENT MARKING (2-COAT) SQFT 14.0000 238.00 0.000 0 140 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,290.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 141 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 1,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 142 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 6.0000 3,720.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 143 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 650.00 0.000 0 144 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 145 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.000 0 146 LIGHTING (TEMPORARY) LS 50,000.0000 50,000.00 0.940 47,000 147 LIGHTING (BIKE) LS 275,000.0000 275,000.00 0.000 0 148 LIGHTING AND SIGN ILLUMINATION LS 155,000.0000 155,000.00 0.000 0 149 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 0.000 0 150 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 06:21 PM ESTIMATE NO. 004 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 06/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 992,543.00 2,800,638.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 16,093.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 992,543.00 2,816,731.72 151 MOBILIZATION LS 938,000.6800 938,000.68 0.950 891,100 ORIGINAL CONTRACT AMOUNT 9,285,000.00 TOTAL WORK COMPLETED 992,543.00 3,707,832.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,000.00 -11,025.64 TOTAL 1,000,543.00 3,696,806.73 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 151 MOBILIZATION 928,500.00 938,000.68 9,500.68 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/07/16 530 03/02/16 03/02/16 05/23/17 70 7 0 0 39% 13% PROGRESS IS SATISFACTORY HODZIC, SEID RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/16