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 06/15/16 EST. NO. 015 TIME 11:15 AM R.E. NAME: BLINE, JEFF 02-3C0714 --------------------------------------------------------------------------- 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 06/15/16 EST. NO. 015 TIME 11:15 AM R.E. NAME: BLINE, JEFF 02-3C0714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 -10,000.00 013 REC'D FNL CEM4401 10,000.00 014 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 013 REC'D CEM2402F 10,000.00 014 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 12/14 -1,000.00 005 RETURN DEDUCT 12/14 1,000.00 006 PER LTR DATED 9/15 -3,000.00 009 PER LTR DATED 10/15 -3,000.00 010 PER LTR DATED 11/15 -8,000.00 011 RETURN 9/15 DEDUCT 3,000.00 011 PER LTR DATED 2/16 -2,000.00 012 RTN DEDUCT 11/15 8,000.00 012 RTN DEDUCT 10/15 3,000.00 012 RTN DEDUCT 2/16 2,000.00 013 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/15/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0714 TIME 11:15 AM ESTIMATE NO. 015 BID OPENING 06/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/25/16 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/15/16 LOCATION SEMI-FINAL ESTIMATE 02-LAS-395-61.6/76.6 ------------------- HAT CREEK CONSTRUCTION & IN LASSEN COUNTY AT AND NEAR MATERIALS, INC. IN LASSEN COUNTY AT AND NEAR 24339 HWY 89 N. JOHNSTONVILLE AT VARIOUS LOCATIONS BURNEY CA 96013 FROM 0.1 MILE NORTH OF BANGHAM LANE TO 0.3 MILE SOUTH OF WENDEL ROAD. FED. AID NO. NHP-P395(246)E REHABILITATE ROADWAY. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 390,000.00 195.000 390,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 005 TRAFFIC CONTROL SYSTEM LS 720,000.0000 720,000.00 1.000 720,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 007 TEMPORARY RAILING (TYPE K) LF 20.0000 4,800.00 0.000 0 008 TEMPORARY CRASH CUSHION EA 750.0000 3,000.00 2.000 1,500 009 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 010 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 1.000 1,500 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 3,500.00 3.000 1,500 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 365.0000 1,460.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 014 MOVE-IN/MOVE-OUT LS 3,000.0000 3,000.00 1.000 3,000 (TEMPORARY EROSION CONTROL) 015 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 43,500.00 0.000 0 (BONDED FIBER MATRIX) 016 TEMPORARY SOIL BINDER SQYD 0.1500 13,050.00 0.000 0 017 TEMPORARY COVER SQYD 8.0000 2,000.00 0.000 0 018 TEMPORARY CHECK DAM LF 9.0000 3,600.00 0.000 0 019 TEMPORARY FIBER ROLL LF 3.0000 36,000.00 20.000 60 020 TEMPORARY GRAVEL BAG BERM LF 9.0000 2,700.00 272.000 2,448 021 TEMPORARY SILT FENCE LF 7.0000 7,000.00 941.000 6,587 022 TEMPORARY CONCRETE WASHOUT LS 600.0000 600.00 1.000 600 PROGRAM CAS145 PAGE 2 DATE 06/15/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0714 TIME 11:15 AM ESTIMATE NO. 015 BID OPENING 06/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/25/16 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/15/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.7500 2,475.00 4,609.500 3,457 024 RAPID SETTING CONCRETE (PATCH) CF 23.0000 3,703.00 16.000 368 025 REMOVE GUARDRAIL LF 10.0000 6,300.00 875.000 8,750 026 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 200.00 2.000 200 027 REMOVE CULVERT (LF) LF 2.0000 1,400.00 722.800 1,445 028 REMOVE HEADWALL EA 100.0000 500.00 5.000 500 029 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.5000 18,417.00 5,262.000 18,417 030 RESET MAILBOX EA 190.0000 6,270.00 35.000 6,650 031 RESET ROADSIDE SIGN EA 215.0000 19,780.00 92.000 19,780 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 60,190.00 4,720.000 61,360 033 REMOVE CONCRETE (CY) CY 38.0000 190.00 5.000 190 034 REMOVE UNSOUND CONCRETE CF 66.0000 10,626.00 32.000 2,112 035 POLYESTER CONCRETE EXPANSION DAM CF 320.0000 25,920.00 157.200 50,304 036 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1300 3,120.00 24,000.000 3,120 037 FURNISH POLYESTER CONCRETE OVERLAY CF 87.0000 208,800.00 2,420.930 210,620 038 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.1000 50,400.00 24,000.000 50,400 (F) 039 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 040 ROADWAY EXCAVATION CY 16.0000 1,035,200.00 80,713.200 1,291,411 041 SHOULDER BACKING TON 20.0000 222,000.00 16,519.830 330,396 042 LEAN CONCRETE BACKFILL CY 80.0000 12,800.00 190.400 15,232 043 DITCH EXCAVATION CY 80.0000 4,800.00 22.000 1,760 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.0000 107,000.00 107,000.000 107,000 CLASS A1 045 HYDROSEED SQFT 0.1500 118,800.00 779,720.000 116,958 046 CLASS 2 AGGREGATE BASE (CY) CY 27.0000 1,293,300.00 57,729.200 1,558,688 047 PULVERIZED ROADBED SQYD 6.0000 406,800.00 1,534.200 9,205.20 69,334.203 416,005 048 ASPHALTIC EMULSION (PULVERIZED ROADBED) TON 1,450.0000 23,200.00 10.390 15,065 049 CEMENT (PULVERIZED ROADBED) TON 150.0000 51,000.00 361.590 54,238 PROGRAM CAS145 PAGE 3 DATE 06/15/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0714 TIME 11:15 AM ESTIMATE NO. 015 BID OPENING 06/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/25/16 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/15/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SAND COVER (PULVERIZED ROADBED) TON 26.0000 2,860.00 37.710 980 051 HOT MIX ASPHALT (TYPE A) TON 80.0000 6,192,000.00 79,485.030 6,358,802 052 HOT MIX ASPHALT (TYPE B) TON 125.0000 18,375.00 290.980 36,372 053 RUMBLE STRIP STA 17.0000 6,460.00 380.000 6,460 054 DATA CORE LS 2,850.0000 2,850.00 1.000 2,850 055 PLACE HOT MIX ASPHALT SQYD 400.0000 4,000.00 10.000 4,000 (MISCELLANEOUS AREA) 056 TACK COAT TON 1,150.0000 106,950.00 115.420 132,733 057 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 43,200.00 48.000 43,200 (F) 058 CONTROLLED LOW STRENGTH MATERIAL CY 2,000.0000 5,600.00 25.000 50,000 059 CLEAN EXPANSION JOINT LF 30.0000 7,500.00 175.000 5,250 060 JOINT SEAL (MR 1/2") LF 40.0000 6,480.00 175.000 7,000 061 JOINT SEAL (MR 1 1/2") LF 80.0000 7,040.00 0.000 0 062 DECK SEAL SQFT 2.0000 10,398.00 5,261.000 10,522 063 SLURRY LEVELING COURSE GAL 65.0000 20,540.00 335.000 21,775 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 300.00 15.000 300 (0.063"-UNFRAMED) 065 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 2.000 600 066 24" X 38" OVAL SHAPED REINFORCED LF 225.0000 15,075.00 66.500 14,962 CONCRETE PIPE (CLASS II) 067 12" CORRUGATED STEEL PIPE LF 45.0000 5,400.00 111.000 4,995 068 18" CORRUGATED STEEL PIPE (.109" THICK) LF 145.0000 20,300.00 199.000 28,855 069 30" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 4,600.00 70.500 14,100 070 36" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 5,000.00 21.000 4,200 071 21" X 15" CORRUGATED STEEL PIPE ARCH LF 150.0000 8,850.00 59.000 8,850 (.109" THICK) 072 24" X 18" CORRUGATED STEEL PIPE ARCH LF 120.0000 25,200.00 201.000 24,120 (.109" THICK) 073 28" X 20" CORRUGATED STEEL PIPE ARCH LF 130.0000 16,900.00 64.000 8,320 (.109" THICK) 074 42" X 29" CORRUGATED STEEL PIPE ARCH LF 175.0000 10,325.00 59.000 10,325 (.109" THICK) 075 49" X 33" CORRUGATED STEEL PIPE ARCH LF 170.0000 12,070.00 71.000 12,070 (.109" THICK) 076 12" STEEL FLARED END SECTION EA 150.0000 900.00 6.000 900 PROGRAM CAS145 PAGE 4 DATE 06/15/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0714 TIME 11:15 AM ESTIMATE NO. 015 BID OPENING 06/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/25/16 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/15/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" STEEL FLARED END SECTION EA 150.0000 300.00 2.000 300 078 24" X 18" STEEL FLARED END PIPE ARCH EA 200.0000 1,200.00 6.000 1,200 SECTION 079 28" X 20" STEEL FLARED END PIPE ARCH EA 250.0000 500.00 0.000 0 SECTION 080 49" X 33" STEEL FLARED END PIPE ARCH EA 1,000.0000 1,000.00 1.000 1,000 SECTION 081 MINOR CONCRETE (MISCELLANEOUS CY 200.0000 720.00 0.000 0 CONSTRUCTION) 082 DELINEATOR (CLASS 2) EA 40.0000 28,400.00 710.000 28,400 083 MILEPOST MARKER EA 55.0000 1,155.00 21.000 1,155 084 MARKER (CULVERT) EA 45.0000 3,510.00 78.000 3,510 085 OBJECT MARKER (TYPE P) EA 65.0000 1,560.00 56.000 3,640 086 OBJECT MARKER (TYPE L-1) EA 49.0000 13,230.00 270.000 13,230 087 METAL BEAM GUARD RAILING (7' POST) LF 31.0000 12,400.00 475.000 14,725 088 CABLE RAILING LF 60.0000 3,360.00 60.000 3,600 089 TRANSITION RAILING (TYPE WB) EA 3,000.0000 36,000.00 12.000 36,000 090 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 52,800.00 28.000 61,600 091 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 400.0000 22,400.00 56.000 22,400 (F) 092 THERMOPLASTIC PAVEMENT MARKING SQYD 51.0000 7,650.00 475.000 24,225 093 THERMOPLASTIC TRAFFIC STRIPE LF 0.1900 31,350.00 169,696.000 32,242 (SPRAYABLE) 094 PAVEMENT MARKER EA 6.0000 16,380.00 2,740.000 16,440 (RETROREFLECTIVE-RECESSED) 095 MODIFY TRAFFIC COUNT STATION LS 5,000.0000 5,000.00 1.000 5,000 096 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 097 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,050.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/15/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0714 TIME 11:15 AM ESTIMATE NO. 015 BID OPENING 06/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/25/16 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/15/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,205.20 12,638,835.16 ADJUSTMENT OF COMPENSATION 0.00 -240,784.09 EXTRA WORK 0.00 487,998.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,205.20 12,886,049.62 098 MOBILIZATION LS 367,192.0000 367,192.00 1.000 367,192 ORIGINAL CONTRACT AMOUNT 12,183,831.00 TOTAL WORK COMPLETED 9,205.20 13,253,241.62 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 9,205.20 13,253,241.62 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 07/21/14 195 08/04/14 08/04/14 03/25/16 186 222 0 0 100% 100% BLINE, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 06/15/16