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 06/14/19 EST. NO. 011 TIME 10:27 AM R.E. NAME: YOLTON, JOHN 02-4F9904 --------------------------------------------------------------------------- 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 06/14/19 EST. NO. 011 TIME 10:27 AM R.E. NAME: YOLTON, JOHN 02-4F9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 10/18 -10,000.00 003 PER LTTR DATED 1/19 -10,000.00 006 PER LETTER DATED2/19 -3,000.00 007 RELEASE DEDUCT 1/19 10,000.00 007 RTN DEDUCT 10/18 10,000.00 010 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F9904 TIME 10:27 AM ESTIMATE NO. 011 BID OPENING 02/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 06/14/19 LOCATION PROGRESS ESTIMATE 02-LAS-36-22.4/R29.4 ----------------- HAT CREEK CONSTRUCTION & IN LASSEN COUNTY IN AND NEAR MATERIALS, INC. SUSANVILLE FROM 0.3 MILE EAST OF 24339 HWY 89 N. EAGLE LAKE ROAD TO ROUTE 395 BURNEY CA 96013 FED. AID NO. ACNH-P036(105)E COLD PLANE AC PVMT, AC OVERLAY, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 37,000.0000 37,000.00 0.350 12,950 003 TIME-RELATED OVERHEAD (LS) LS 620,000.0000 620,000.00 0.050 31,000.00 0.380 235,600 004 CONSTRUCTION AREA SIGNS LS 13,340.0000 13,340.00 0.800 10,672 005 TRAFFIC CONTROL SYSTEM LS 1,256,725.0000 1,256,725.00 0.050 62,836.25 0.380 477,555 006 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 85,000.0000 85,000.00 0.050 4,250.00 0.380 32,300 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 32,000.0000 32,000.00 0.050 1,600.00 0.380 12,160 008 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.050 750.00 0.380 5,700 009 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 24,500.00 1.000 500.00 1.000 500 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 32,000.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 013 MOVE-IN/MOVE-OUT EA 950.0000 11,400.00 0.000 0 (TEMPORARY EROSION CONTROL) 014 TEMPORARY HYDRAULIC MULCH SQYD 3.0000 4,230.00 0.000 0 (BONDED FIBER MATRIX) 015 TEMPORARY COVER SQYD 5.0000 7,050.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 7,425.00 20.000 3,300 017 TEMPORARY FIBER ROLL LF 6.0000 3,420.00 285.000 1,710.00 385.000 2,310 018 TEMPORARY CONCRETE WASHOUT LS 21,000.0000 21,000.00 0.050 1,050.00 0.380 7,980 019 TREATED WOOD WASTE LB 0.0600 10,020.00 36,140.000 2,168.40 36,140.000 2,168 020 REMOVE CONCRETE (CY) CY 120.0000 9,720.00 24.200 2,904.00 67.200 8,064 021 ROADWAY EXCAVATION CY 120.0000 72,000.00 208.800 25,056.00 475.800 57,096 022 ROCK BLANKET SQFT 125.0000 15,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F9904 TIME 10:27 AM ESTIMATE NO. 011 BID OPENING 02/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WOOD MULCH CY 95.0000 28,500.00 0.000 0 024 CLASS 2 AGGREGATE BASE (CY) CY 182.0000 160,160.00 296.100 53,890.20 770.200 140,176 025 PREPAVING INERTIAL PROFILER LS 5,200.0000 5,200.00 0.500 2,600 026 HOT MIX ASPHALT (TYPE A) TON 108.0000 5,248,800.00 43.960 4,747.68 25,989.220 2,806,835 027 DATA CORE LS 6,100.0000 6,100.00 0.000 0 028 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 480.00 266.000 532.00 266.000 532 029 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 11,200.00 3,736.000 7,472 030 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 740.00 406.000 812.00 406.000 812 031 TACK COAT TON 500.0000 85,000.00 55.940 27,970 032 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 11,920.00 3,601.000 7,202 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 826,000.00 139,921.000 489,723 034 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,750.0000 184,250.00 61.420 168,905 (F) 035 MINOR CONCRETE (MINOR STRUCTURE) CY 4,500.0000 40,500.00 9.000 40,500 (F) 036 REMOVE RETAINING WALL (LF) LF 550.0000 11,550.00 21.000 11,550 037 18" ALTERNATIVE PIPE CULVERT LF 225.0000 119,250.00 497.600 111,960 038 24" ALTERNATIVE PIPE CULVERT LF 350.0000 126,000.00 356.300 124,705 039 30" ALTERNATIVE PIPE CULVERT LF 400.0000 48,000.00 111.700 44,680 040 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 75.0000 2,325.00 36.120 2,709 (F) 041 24" ALTERNATIVE PIPE DOWNDRAIN LF 125.0000 6,000.00 48.000 6,000 042 DRAINAGE INLET MARKER EA 150.0000 3,900.00 0.000 0 043 18" ALTERNATIVE FLARED END SECTION EA 2,000.0000 6,000.00 3.000 6,000 044 24" ALTERNATIVE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000 045 30" ALTERNATIVE FLARED END SECTION EA 2,000.0000 4,000.00 2.000 4,000 046 ABANDON CULVERT (LF) LF 20.0000 4,800.00 225.400 4,508 047 REMOVE CULVERT (LF) LF 28.0000 20,440.00 697.400 19,527 048 REMOVE INLET EA 100.0000 2,300.00 23.000 2,300 049 REMOVE MANHOLE EA 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 3 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F9904 TIME 10:27 AM ESTIMATE NO. 011 BID OPENING 02/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE FLARED END SECTION (EA) EA 100.0000 500.00 4.000 400 051 ADJUST MANHOLE TO GRADE EA 1,000.0000 89,000.00 54.000 54,000 052 ADJUST UTILITY COVER TO GRADE EA 1,500.0000 121,500.00 65.000 97,500 053 MODIFY DRAINAGE FACILITY EA 2,500.0000 2,500.00 1.000 2,500 054 SAND BACKFILL CY 150.0000 3,600.00 28.500 4,275 055 ROCK SLOPE PROTECTION CY 120.0000 3,480.00 17.000 2,040 (1/2 T, CLASS VII, METHOD A) (CY) 056 ROCK SLOPE PROTECTION CY 115.0000 1,495.00 7.000 805 (60 LB, CLASS II, METHOD B) (CY) 057 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 480.00 124.100 372 058 MINOR CONCRETE (CURB) (LF) LF 100.0000 254,000.00 268.100 26,810.00 1,484.300 148,430 059 MINOR CONCRETE (GUTTER) (CY) CY 1,100.0000 66,000.00 58.700 64,570.00 62.800 69,080 060 DETECTABLE WARNING SURFACE SQFT 45.0000 97,200.00 450.900 20,290.50 1,231.200 55,404 061 MINOR CONCRETE (CURB AND GUTTER) CY 1,750.0000 367,500.00 57.200 100,100.00 161.100 281,925 062 MINOR CONCRETE (ISLAND PAVING) CY 1,250.0000 37,500.00 29.500 36,875.00 29.500 36,875 063 MINOR CONCRETE (DRIVEWAY) CY 1,130.0000 158,200.00 30.400 34,352 064 MINOR CONCRETE (SIDEWALK) CY 1,530.0000 795,600.00 43.900 67,167.00 225.700 345,321 065 MINOR CONCRETE (CURB RAMP) CY 1,660.0000 697,200.00 71.000 117,860.00 233.100 386,946 066 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 37.0000 147,630.00 1,529.600 56,595.20 3,629.500 134,291 067 REMOVE CONCRETE (CURB AND GUTTER) LF 13.5000 66,825.00 1,665.000 22,477.50 4,423.200 59,713 068 PRE/POST CONSTRUCTION SURVEYS EA 550.0000 46,750.00 0.000 0 069 MISCELLANEOUS IRON AND STEEL LB 2.0000 20,842.00 10,421.000 20,842 (F) 070 MANHOLE FRAME AND COVER EA 550.0000 550.00 2.000 1,100 071 PAVEMENT MARKER EA 12.5000 20,875.00 1,775.000 22,187 (RETROREFLECTIVE-RECESSED) 072 OBJECT MARKER (TYPE L-1) EA 65.0000 650.00 0.000 0 073 REMOVE ROADSIDE SIGN EA 150.0000 150.00 0.000 0 074 RESET ROADSIDE SIGN EA 200.0000 9,200.00 6.000 1,200.00 6.000 1,200 075 RELOCATE ROADSIDE SIGN EA 200.0000 5,200.00 0.000 0 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,035.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F9904 TIME 10:27 AM ESTIMATE NO. 011 BID OPENING 02/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 60.00 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 9.0000 36.00 0.000 0 079 ROADSIDE SIGN - ONE POST EA 400.0000 1,600.00 0.000 0 080 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 75.00 0.000 0 METHOD) 081 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 150.0000 150.00 0.000 0 082 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 23.0000 165,600.00 7,112.500 163,587 083 VEGETATION CONTROL (MINOR CONCRETE) SQYD 26.5000 143,100.00 415.500 11,010.75 4,964.100 131,548 084 TUBULAR HANDRAILING (MODIFIED) LF 225.0000 21,150.00 0.000 0 (F) 085 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 50.0000 2,500.00 50.000 2,500 086 TRANSITION RAILING (TYPE WB-31) EA 3,400.0000 20,400.00 5.000 17,000 087 END CAP (TYPE TC) EA 150.0000 150.00 1.000 150 088 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 2,250.00 3.000 2,250 089 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 35,200.00 11.000 35,200 090 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 27,600.00 12.000 27,600 091 REMOVE GUARDRAIL LF 2.5000 18,350.00 7,350.000 18,375 092 THERMOPLASTIC PAVEMENT MARKING SQFT 6.5000 92,950.00 1,502.000 9,763 093 THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 81,120.00 87,093.000 41,804 (SPRAYABLE) 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,781.0000 2,781.00 0.050 139.05 0.380 1,056 SYSTEM ELEMENTS DURING CONSTRUCTION 095 MODIFYING EXISTING ELECTRICAL SYSTEM LS 481,116.0000 481,116.00 0.200 96,223.20 0.300 144,334 PROGRAM CAS145 PAGE 5 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F9904 TIME 10:27 AM ESTIMATE NO. 011 BID OPENING 02/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: YOLTON, JOHN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 815,124.73 7,260,753.63 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 131,302.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 815,124.73 7,392,055.68 096 MOBILIZATION LS 1,484,000.0000 1,484,000.00 0.050 74,200.00 1.000 1,484,000 ORIGINAL CONTRACT AMOUNT 14,849,395.00 TOTAL WORK COMPLETED 889,324.73 8,876,055.68 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 889,324.73 8,873,055.68 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 07/09/18 200 08/06/18 08/06/18 12/23/19 76 141 5 0 59% 37% PROGRESS IS SATISFACTORY YOLTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/14/19