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 05/24/16 EST. NO. 002 TIME 02:18 PM R.E. NAME: MICHAEL MORTENSEN 05-0T6304 --------------------------------------------------------------------------- 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 05/24/16 EST. NO. 002 TIME 02:18 PM R.E. NAME: MICHAEL MORTENSEN 05-0T6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T6304 TIME 02:18 PM ESTIMATE NO. 002 BID OPENING 02/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 05/24/16 LOCATION PROGRESS ESTIMATE 05-SB-101-45.6/46.4 ----------------- SOUZA CONSTRUCTION, INC. IN SANTA BARBARA COUNTY NEAR 4027 SANTA FE ROAD GAVIOTA FROM 0.7 MILE NORTH OF SAN LUIS OBISPO CA 93401 BECKSTEAD OVERCROSSING TO 0.8 MILE SOUTH OF GAVIOTA TUNNEL FED. AID NO. HSNH-P ( ) ,Q101- 286(E ) CURVE REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 0.500 550.00 0.500 550 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,300.0000 3,300.00 0.100 330.00 0.100 330 003 TIME-RELATED OVERHEAD (WDAY) WDAY 200.0000 46,000.00 24.000 4,800.00 24.000 4,800 004 CONSTRUCTION AREA SIGNS LS 17,600.0000 17,600.00 0.250 4,400.00 0.750 13,200 005 TRAFFIC CONTROL SYSTEM LS 59,000.0000 59,000.00 0.100 5,900.00 0.100 5,900 006 TYPE III BARRICADE EA 56.0000 560.00 4.000 224.00 4.000 224 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2000 330.00 15.000 33.00 15.000 33 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3300 7,359.00 12,797.000 4,223.01 12,797.000 4,223 009 PORTABLE DELINEATOR EA 44.0000 2,684.00 17.000 748.00 17.000 748 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,000.0000 7,000.00 0.100 700.00 0.100 700 011 TEMPORARY RAILING (TYPE K) LF 13.6000 101,456.00 4,280.000 58,208.00 4,280.000 58,208 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,850.0000 11,550.00 1.000 3,850.00 1.000 3,850 SYSTEM 013 TEMPORARY TRAFFIC SCREEN LF 5.2500 33,075.00 6,300.000 33,075.00 6,300.000 33,075 014 JOB SITE MANAGEMENT LS 23,200.0000 23,200.00 0.100 2,320.00 0.100 2,320 015 PREPARE STORM WATER POLLUTION PREVENTION LS 17,050.0000 17,050.00 0.500 8,525.00 0.500 8,525 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 13,000.00 0.000 0 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,100.0000 13,200.00 0.000 0 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 019 MOVE-IN/MOVE-OUT EA 825.0000 1,650.00 0.000 0 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 0.7400 29,600.00 0.000 0 (BONDED FIBER MATRIX) 021 TEMPORARY CHECK DAM LF 5.0800 2,032.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 242.0000 1,936.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T6304 TIME 02:18 PM ESTIMATE NO. 002 BID OPENING 02/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.9500 21,830.00 0.000 0 024 TEMPORARY LARGE SEDIMENT BARRIER LF 11.5400 11,540.00 0.000 0 025 TEMPORARY STRAW BALE BARRIER LF 13.0000 9,360.00 720.000 9,360.00 720.000 9,360 026 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 10,400.00 0.750 3,900.00 0.750 3,900 027 STREET SWEEPING LS 37,800.0000 37,800.00 0.100 3,780.00 0.100 3,780 028 TEMPORARY CONCRETE WASHOUT LS 3,300.0000 3,300.00 0.000 0 029 TEMPORARY FENCE (TYPE ESA) LF 2.3000 9,499.00 1,874.000 4,310.20 1,874.000 4,310 030 REMOVE FENCE (TYPE BW) LF 3.8500 6,853.00 1,280.000 4,928.00 1,280.000 4,928 031 REMOVE FLARED END SECTION EA 175.0000 175.00 0.000 0 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.2800 6,244.00 9,178.000 2,569.84 9,178.000 2,569 033 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 165.00 1,018.000 1,119.80 1,018.000 1,119 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 3,993.00 3,619.000 1,194.27 3,619.000 1,194 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.3000 2,002.00 1,018.000 1,323.40 1,018.000 1,323 036 REMOVE PAVEMENT MARKER EA 1.1000 825.00 1,035.000 1,138.50 1,035.000 1,138 037 REMOVE ROADSIDE SIGN EA 110.0000 220.00 0.000 0 038 REMOVE ASPHALT CONCRETE DIKE LF 8.6000 232.20 0.000 0 039 REMOVE CULVERT (LF) LF 35.0000 1,400.00 0.000 0 040 REMOVE INLET EA 350.0000 350.00 0.000 0 041 REMOVE BASE AND SURFACING CY 15.0000 49,500.00 0.000 0 042 SALVAGE DOUBLE THRIE BEAM BARRIER LF 20.0000 1,640.00 0.000 0 043 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 86.0000 4,730.00 0.000 0 044 RESET ROADSIDE SIGN EA 275.0000 1,375.00 0.000 0 045 RELOCATE ROADSIDE SIGN EA 330.0000 330.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.7000 7,353.00 126.500 721.05 126.500 721 047 REMOVE CONCRETE BARRIER LF 222.0000 235,320.00 0.000 0 048 SALVAGE CRASH CUSHION EA 1,100.0000 2,200.00 0.000 0 049 CLEARING AND GRUBBING (LS) LS 20,600.0000 20,600.00 0.100 2,060.00 0.100 2,060 PROGRAM CAS145 PAGE 3 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T6304 TIME 02:18 PM ESTIMATE NO. 002 BID OPENING 02/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DUST PALLIATIVE LS 11,400.0000 11,400.00 0.100 1,140.00 0.100 1,140 051 ROADWAY EXCAVATION CY 13.9600 2,833,880.00 2,020.000 28,199.20 2,020.000 28,199 052 DITCH EXCAVATION CY 12.3000 1,722.00 0.000 0 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 825.0000 1,650.00 0.000 0 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4800 42,912.00 0.000 0 055 COMPOST SOCK LF 6.0100 20,013.30 0.000 0 056 HYDROSEED SQFT 0.1100 45,540.00 0.000 0 057 COMPOST (CY) CY 50.9200 117,116.00 0.000 0 058 INCORPORATE MATERIALS SQFT 0.0700 9,590.00 0.000 0 059 CLASS 1 AGGREGATE SUBBASE CY 29.3000 217,699.00 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 127,400.00 0.000 0 061 LEAN CONCRETE BASE RAPID SETTING CY 508.0000 772,160.00 0.000 0 062 HOT MIX ASPHALT (TYPE A) TON 97.5000 412,425.00 0.000 0 063 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 172.6500 338,394.00 0.000 0 064 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 225.0000 231,750.00 0.000 0 (OPEN GRADED FRICTION COURSE) 065 SHOULDER RUMBLE STRIP STA 22.0000 1,760.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.1000 6,324.00 0.000 0 067 PLACE HOT MIX ASPHALT SQYD 2.7500 2,722.50 0.000 0 (MISCELLANEOUS AREA) 068 TACK COAT TON 1,500.0000 16,500.00 0.000 0 069 MINOR CONCRETE (MINOR STRUCTURE) CY 1,650.0000 9,735.00 0.000 0 (F) 070 ROADSIDE SIGN - TWO POST EA 550.0000 1,100.00 0.000 0 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 528.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 8.5000 272.00 0.000 0 073 18" ALTERNATIVE PIPE CULVERT LF 59.6500 10,140.50 0.000 0 074 24" ALTERNATIVE PIPE CULVERT LF 102.5000 3,280.00 0.000 0 075 30" ALTERNATIVE PIPE CULVERT LF 100.0000 6,100.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T6304 TIME 02:18 PM ESTIMATE NO. 002 BID OPENING 02/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 36" CORRUGATED STEEL PIPE INLET LF 542.0000 3,523.00 0.000 0 (.168" THICK) 077 18" ALTERNATIVE FLARED END SECTION EA 485.0000 485.00 0.000 0 078 24" ALTERNATIVE FLARED END SECTION EA 515.0000 515.00 0.000 0 079 INLET DEPRESSION EA 942.0000 2,826.00 0.000 0 080 ROCK SLOPE PROTECTION CY 215.0000 3,440.00 0.000 0 (F) (FACING, METHOD B) (CY) 081 MISCELLANEOUS IRON AND STEEL LB 2.7800 3,349.90 0.000 0 (F) 082 TEMPORARY ROCKFALL BARRIER LF 97.9600 72,490.40 740.000 72,490.40 740.000 72,490 083 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 7.0000 12,250.00 1,280.000 8,960.00 1,280.000 8,960 084 DELINEATOR (CLASS 1) EA 55.0000 1,210.00 0.000 0 085 OBJECT MARKER (TYPE P) EA 71.5000 286.00 0.000 0 086 OBJECT MARKER (TYPE L-1) EA 71.5000 286.00 0.000 0 087 SPECIAL MARKER EA 71.5000 286.00 0.000 0 088 WILDLIFE PASSAGE WAY (TYPE S) EA 99.0000 1,386.00 0.000 0 089 TRANSITION RAILING (TYPE DTB) EA 4,754.2000 4,754.20 0.000 0 090 ALTERNATIVE CRASH CUSHION SYSTEM EA 30,998.0000 61,996.00 0.000 0 091 CONCRETE BARRIER (TYPE 60PR) LF 532.0000 7,980.00 0.000 0 092 CONCRETE BARRIER (TYPE 60) LF 116.0000 91,640.00 0.000 0 093 CONCRETE BARRIER (TYPE 60C) LF 229.0000 52,670.00 0.000 0 094 CONCRETE BARRIER (TYPE 60S) LF 435.0000 4,350.00 0.000 0 095 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 4,884.00 0.000 0 096 THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 7,406.00 0.000 0 (SPRAYABLE) 097 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3200 660.00 0.000 0 098 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6400 792.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T6304 TIME 02:18 PM ESTIMATE NO. 002 BID OPENING 02/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 275,080.67 283,880.67 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 275,080.67 283,880.67 099 MOBILIZATION LS 55,503.0000 55,503.00 0.500 27,751.50 0.500 27,751 ORIGINAL CONTRACT AMOUNT 6,485,000.00 TOTAL WORK COMPLETED 302,832.17 311,632.17 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 302,832.17 311,632.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 03/16/16 230 04/18/16 00/00/00 03/17/17 25 0 0 0 5% 11% PROGRESS IS SATISFACTORY MICHAEL MORTENSEN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/16