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 08/03/17 EST. NO. 008 TIME 12:59 PM R.E. NAME: GORONA, MARK 01-0A3704 --------------------------------------------------------------------------- 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 08/03/17 EST. NO. 008 TIME 12:59 PM R.E. NAME: GORONA, MARK 01-0A3704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2016 CEM4401 -10,000.00 008 MISSING 2017 CEM4401 -10,000.00 008 -20,000.00 -20,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 008 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -30,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 08/03/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3704 TIME 12:59 PM ESTIMATE NO. 008 BID OPENING 05/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 08/03/17 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-HUM-299-R23.0/R24.0 ---------------------------------------- STEVE MANNING CONSTRUCTION, IN HUMBOLDT COUNTY INC. 15 MILES WEST OF WILLOW CREEK FROM 1939 PINE STREET STE. B 0.6 MILES EAST TO 1.6 MILES EAST REDDING CA 96001 OF REDWOOD CREEK BRIDGE FED. AID NO. HSST-P ( ) ,P299-197E( ) SHOULDER WIDENING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 1.000 4,000 003 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 1.000 110,000 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.6500 9,124.50 5,212.000 8,599 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 1,600.00 1,709.000 1,709 006 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 4,290.00 114.000 3,762 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,350.0000 10,350.00 1.000 10,350 008 TEMPORARY RAILING (TYPE K) LF 33.0000 21,780.00 660.000 21,780 009 TEMPORARY CRASH CUSHION SYSTEM EA 7,000.0000 14,000.00 2.000 14,000 010 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 011 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.250 750.00 1.000 3,000 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 9.000 4,500 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 2,400.00 15.000 9,000 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 015 TEMPORARY EROSION CONTROL BLANKET SQYD 3.0000 6,150.00 0.000 0 016 MOVE-IN/MOVE-OUT EA 1,000.0000 3,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 6,645.00 0.000 0 (BONDED FIBER MATRIX) 018 TEMPORARY CHECK DAM LF 10.0000 4,600.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,500.00 0.000 0 020 TEMPORARY FIBER ROLL LF 8.0000 28,800.00 0.000 0 021 TEMPORARY GRAVEL BAG BERM LF 9.2000 13,340.00 0.000 0 022 TEMPORARY LARGE SEDIMENT BARRIER LF 11.0000 20,350.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/03/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3704 TIME 12:59 PM ESTIMATE NO. 008 BID OPENING 05/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 08/03/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 6.9000 11,040.00 1,014.000 6,996 024 TEMPORARY CONSTRUCTION ENTRANCE EA 2,645.0000 2,645.00 1.000 2,645 025 STREET SWEEPING LS 23,000.0000 23,000.00 1.000 23,000 026 TEMPORARY CONCRETE WASHOUT LS 100.0000 100.00 1.000 100 027 TEMPORARY FENCE (TYPE ESA) LF 3.0000 210.00 70.000 210.00 70.000 210 028 TREATED WOOD WASTE LB 0.5000 5,950.00 0.000 0 029 DESTROY WELL EA 1,000.0000 2,000.00 2.000 2,000 030 REMOVE GUARDRAIL (RAIL ELEMENT WALL) LF 10.0000 2,300.00 230.000 2,300 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 2,409.00 1,914.000 3,158 032 REMOVE PAVEMENT MARKER EA 1.0000 60.00 60.000 60 033 REMOVE ROADSIDE SIGN EA 100.0000 600.00 6.000 600 034 REMOVE CULVERT (LF) LF 37.0000 2,664.00 132.000 4,884 035 REMOVE DOWNDRAIN (EA) EA 800.0000 1,600.00 2.000 1,600 036 REMOVE HEADWALL EA 500.0000 500.00 2.000 1,000 037 RECONSTRUCT GUARDRAIL LF 24.0000 20,880.00 0.000 0 038 RECONSTRUCT TERMINAL SYSTEM EA 2,660.0000 2,660.00 0.000 0 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 3,400.00 811.100 8,111 040 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 041 DUST PALLIATIVE LS 6,000.0000 6,000.00 1.000 6,000 042 ROADWAY EXCAVATION CY 15.0000 82,050.00 5,470.000 82,050 043 SHOULDER BACKING TON 94.0000 15,980.00 138.780 13,045 044 IMPORTED BORROW (CY) CY 15.0000 183,000.00 12,200.000 183,000 045 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.6000 30,024.00 8,340.000 30,024 CLASS B2 046 WEED CONTROL MAT (FIBER) SQYD 52.0000 28,080.00 0.000 0 047 IMPORTED BIOFILTRATION SOIL CY 80.0000 8,800.00 110.000 8,800 048 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2500 12,125.00 48,500.000 12,125 (SQFT) 049 ROLLED EROSION CONTROL PRODUCT SQFT 1.0000 1,960.00 2,520.000 2,520 (JUTE MESH) PROGRAM CAS145 PAGE 3 DATE 08/03/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3704 TIME 12:59 PM ESTIMATE NO. 008 BID OPENING 05/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 08/03/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROMULCH SQFT 0.1700 4,913.00 28,900.000 4,913 051 FIBER ROLLS LF 4.0000 22,760.00 4,850.000 19,400 052 STRAW SQFT 0.1200 3,468.00 28,900.000 3,468 053 HYDROSEED SQFT 0.3300 9,537.00 28,900.000 9,537 054 COMPOST SQFT 0.7800 4,656.60 5,970.000 4,656 055 INCORPORATE MATERIALS SQFT 0.1600 955.20 5,970.000 955 056 CLASS 2 AGGREGATE BASE (CY) CY 29.0000 121,800.00 4,200.000 121,800 057 HOT MIX ASPHALT (TYPE A) TON 126.0000 262,080.00 1,839.100 231,726 058 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.0000 187,200.00 1,089.490 174,318 059 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 162.0000 95,580.00 628.490 101,815 (OPEN GRADED FRICTION COURSE) 060 SHOULDER RUMBLE STRIP STA 90.0000 2,430.00 26.060 2,345 (HMA,GROUND-IN INDENTATIONS) 061 CENTERLINE RUMBLE STRIP (HMA, GROUND IN STA 90.0000 1,530.00 17.630 1,586 INDENTATIONS) 062 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.5000 1,400.00 390.000 1,365 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.5000 4,340.00 1,222.000 4,277 064 PLACE HOT MIX ASPHALT SQYD 100.0000 300.00 7.600 760 (MISCELLANEOUS AREA) 065 TACK COAT TON 700.0000 980.00 1.400 980 066 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 135.0000 5,265.00 39.000 5,265 067 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 11,000.00 10.000 11,000 (F) 068 BAR REINFORCING STEEL LB 2.0000 1,738.00 869.000 1,738 (F) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 200.00 10.000 200 (0.063"-UNFRAMED) 070 ROADSIDE SIGN - ONE POST EA 300.0000 1,800.00 6.000 1,800 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 594.00 33.250 598 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 288.00 16.000 288 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 073 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 245.00 49.250 246 074 48" ALTERNATIVE PIPE CULVERT LF 220.0000 26,400.00 100.000 22,000 075 8" CORRUGATED STEEL PIPE (.064" THICK) LF 70.0000 3,220.00 82.000 5,740 PROGRAM CAS145 PAGE 4 DATE 08/03/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3704 TIME 12:59 PM ESTIMATE NO. 008 BID OPENING 05/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 08/03/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 24" CORRUGATED STEEL PIPE (.109" THICK) LF 95.0000 20,900.00 221.000 20,995 077 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 40.0000 1,560.00 72.000 2,880 (.064" THICK) 078 48" CORRUGATED STEEL PIPE DOWNDRAIN LF 128.0000 9,984.00 78.000 9,984 (.138" THICK) 079 8" ENTRANCE TAPER EA 200.0000 200.00 1.000 200 080 8" ANCHOR ASSEMBLY EA 200.0000 200.00 1.000 200 081 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 5,000.0000 5,000.00 1.000 5,000 082 ROCK SLOPE PROTECTION CY 100.0000 1,700.00 15.400 1,540 (FACING, METHOD B) (CY) 083 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 450.00 44.500 445 084 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,370.00 1,185.000 2,370 (F) 085 DELINEATOR (CLASS 2) EA 40.0000 720.00 15.000 600 086 MILEPOST MARKER EA 50.0000 100.00 2.000 100 087 MARKER (CULVERT) EA 60.0000 600.00 7.000 420 088 GUARD RAILING DELINEATOR EA 28.0000 280.00 22.000 616 089 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 11,400.00 2,225.000 66,750 090 CABLE RAILING LF 150.0000 2,250.00 15.000 2,250 091 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 1.000 1,500 092 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,200.0000 3,200.00 1.000 3,200 093 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,300.00 126.000 1,260 (ENHANCED WET NIGHT VISIBILITY) 094 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 1,056.00 3,916.000 4,307 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 095 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 10,978.00 9,625.000 10,587 (ENHANCED WET NIGHT VISIBILITY) 096 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 275.00 250.000 275 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 097 PAVEMENT MARKER EA 17.0000 4,080.00 292.000 4,964 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 08/03/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A3704 TIME 12:59 PM ESTIMATE NO. 008 BID OPENING 05/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/17 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 08/03/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 960.00 1,507,653.95 ADJUSTMENT OF COMPENSATION 0.00 28,252.00 EXTRA WORK 0.00 158,932.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 960.00 1,694,838.31 098 MOBILIZATION LS 165,000.0000 165,000.00 1.000 165,000 ORIGINAL CONTRACT AMOUNT 1,791,249.30 TOTAL WORK COMPLETED 960.00 1,859,838.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -30,000.00 -30,000.00 TOTAL -29,040.00 1,829,838.31 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/21/16 60 08/03/16 08/03/16 07/11/17 57 175 0 0 100% 100% GORONA, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 08/03/17