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 12/21/18 EST. NO. 010 TIME 03:50 PM R.E. NAME: ALEXANDER, NATHAN 02-368414 --------------------------------------------------------------------------- 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 12/21/18 EST. NO. 010 TIME 03:50 PM R.E. NAME: ALEXANDER, NATHAN 02-368414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/18 -1,000.00 003 PER LTR DATED 7/18 -2,000.00 005 PER LTTR DATED 8/18 -2,000.00 006 RETURN DEDUCTION5/18 1,000.00 006 RELEASE DEDUCT 07/18 2,000.00 007 RELEASE DEDUCT 08/18 2,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-368414 TIME 03:50 PM ESTIMATE NO. 010 BID OPENING 09/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 12/21/18 LOCATION PROGRESS ESTIMATE 02-SHA-44-R4.6/R6.4 ----------------- TULLIS, INC. IN SHASTA COUNTY NEAR PALO CEDRO PO BOX 493416 FROM CLOUGH CREEK BRIDGE TO 0.6 REDDING CA 96049 MILE WEST OF DESCHUTES ROAD UNDERCROSSING. FED. AID NO. ACST-P044(56)E CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 002 TIME-RELATED OVERHEAD (LS) LS 50,000.0000 50,000.00 0.070 3,500.00 0.850 42,500 003 DEVELOP WATER SUPPLY LS 1,000.0000 1,000.00 1.000 1,000 004 CONSTRUCTION AREA SIGNS LS 13,200.0000 13,200.00 0.840 11,088 005 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.070 26,250.00 0.850 318,750 006 TYPE III BARRICADE EA 50.0000 500.00 9.000 450 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.5000 2,115.00 80.000 360 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 12,660.00 21,942.000 13,165 010 CHANNELIZER (SURFACE MOUNTED) EA 46.0000 3,404.00 75.000 3,450 011 TEMPORARY PAVEMENT MARKER EA 6.0000 3,300.00 252.000 1,512 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.070 1,750.00 0.850 21,250 013 PORTABLE RADAR TRAILER LS 6,000.0000 6,000.00 0.780 4,680 014 TEMPORARY RAILING (TYPE K) LF 17.0000 38,420.00 2,280.000 38,760 015 TEMPORARY CRASH CUSHION MODULE EA 125.0000 6,125.00 28.000 3,500 016 JOB SITE MANAGEMENT LS 8,320.0000 8,320.00 0.070 582.40 0.850 7,072 017 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 0.500 1,750 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 9,000.00 3.000 1,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 9,000.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY TACKED STRAW SQYD 0.5300 6,360.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-368414 TIME 03:50 PM ESTIMATE NO. 010 BID OPENING 09/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 2.0000 4,800.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 1,100.00 5.000 500.00 5.000 500 025 TEMPORARY FIBER ROLL LF 3.0000 15,000.00 0.000 0 026 TEMPORARY GRAVEL BAG BERM LF 4.0000 2,000.00 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 2,000.00 0.000 0 028 STREET SWEEPING LS 10,000.0000 10,000.00 0.070 700.00 0.850 8,500 029 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.070 350.00 0.850 4,250 030 TREATED WOOD WASTE LB 0.5000 810.00 0.000 0 031 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 1.000 60,000 032 DUST PALLIATIVE LS 2,000.0000 2,000.00 0.670 1,340 033 ROADWAY EXCAVATION CY 16.0000 504,000.00 31,500.000 504,000 034 SHOULDER BACKING TON 40.0000 15,200.00 399.970 15,998 035 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 21,800.00 436.000 21,800 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 18,075.00 241.000 18,075 (F) 037 DITCH EXCAVATION CY 45.0000 14,400.00 317.000 14,265 038 POROUS RESIN BOUND AGGREGATE SURFACING SQYD 106.0000 178,080.00 0.000 0 039 HYDROMULCH SQFT 0.4000 49,880.00 124,612.000 49,844 040 HYDROMULCH (FRM) SQFT 0.1500 9,435.00 62,836.000 9,425 041 COMPOST BERM LF 4.0000 24,520.00 6,121.000 24,484 042 HYDROSEED (HGM) SQFT 0.1900 35,587.00 187,211.000 35,570 043 INCORPORATE MATERIALS SQFT 0.8500 11,050.00 12,965.000 11,020 044 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 213,400.00 3,878.000 213,290 046 HOT MIX ASPHALT (TYPE A) TON 90.0000 865,800.00 10,045.980 904,138 047 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 110.0000 204,600.00 1,768.770 194,564 (OPEN GRADED FRICTION COURSE) 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.8400 644.00 355.000 653 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.8400 662.40 269.000 494 PROGRAM CAS145 PAGE 3 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-368414 TIME 03:50 PM ESTIMATE NO. 010 BID OPENING 09/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.8400 6,035.20 4,789.000 8,811 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.8400 2,189.60 607.000 1,116 052 PLACE HOT MIX ASPHALT SQYD 100.0000 400.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 700.0000 16,100.00 11.930 8,351 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 90,000.00 5,782.200 23,128.80 23,865.040 95,460 055 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 70,000.00 175.000 70,000 (F) 056 STRUCTURAL CONCRETE, BRIDGE CY 1,680.0000 367,920.00 219.000 367,920 (F) 057 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 141,050.00 217.000 141,050 (F) (POLYMER FIBER) 058 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 95,200.00 119.000 95,200 (F) (TYPE N) 059 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 13,500.00 9.000 13,500 (F) 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 46,500.00 30.000 45,000 (F) 061 MINOR CONCRETE (MINOR STRUCTURE) CY 1,750.0000 1,575.00 1.110 1,942 (F) 062 CONCRETE SURFACE TEXTURE (HEAVY GRANITE) SQFT 10.0000 3,950.00 395.000 3,950 (F) 063 FURNISH PRECAST PRESTRESSED CONCRETE EA 3,500.0000 35,000.00 10.000 35,000 BULB-TEE GIRDER (90'-100') 064 ERECT PRECAST PRESTRESSED CONCRETE EA 8,000.0000 80,000.00 10.000 80,000 (F) GIRDER 065 JOINT SEAL (MR 1") LF 100.0000 8,700.00 0.000 0 066 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 68,262.00 68,262.000 68,262 (F) 067 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 138,004.10 106,157.000 138,004 (F) (BRIDGE) 068 BAR REINFORCING STEEL (GALVANIZED) LB 2.0000 2,982.00 1,491.000 2,982 (F) 069 24" ALTERNATIVE PIPE CULVERT LF 90.0000 200,700.00 2,196.300 197,667 070 CONCRETE BACKFILL (PIPE TRENCH) CY 110.0000 33,000.00 293.500 32,285 071 18" REINFORCED CONCRETE PIPE LF 95.0000 45,600.00 489.000 46,455 072 19"X30" OVAL SHAPED REINFORCED CONCRETE LF 175.0000 64,750.00 361.500 63,262 PIPE (CLASS III) 073 INFILTRATION TRENCH LF 375.0000 13,125.00 35.000 13,125 074 FLUME DOWNDRAIN LF 20.0000 2,400.00 115.900 2,318 075 TAPERED INLET EA 450.0000 3,150.00 7.000 3,150 076 FLUME ANCHOR ASSEMBLY EA 250.0000 1,500.00 6.000 1,500 PROGRAM CAS145 PAGE 4 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-368414 TIME 03:50 PM ESTIMATE NO. 010 BID OPENING 09/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" CORRUGATED STEEL PIPE INLET LF 1,800.0000 5,400.00 2.500 4,500 (.109" THICK) 078 8" WELDED STEEL PIPE CASING (BRIDGE) LF 125.0000 9,625.00 79.000 9,875 079 20" WELDED STEEL PIPE CASING (BRIDGE) LF 250.0000 19,250.00 79.000 19,750 080 REMOVE FLARED END SECTION EA 85.0000 255.00 3.000 255 081 24" ALTERNATIVE FLARED END SECTION EA 250.0000 1,250.00 5.000 1,250 082 36" PRECAST CONCRETE PIPE INLET LF 400.0000 4,800.00 11.300 4,520 083 ABANDON CULVERT (LF) LF 25.0000 1,750.00 136.300 3,407 084 REMOVE OVERSIDE DRAIN EA 250.0000 250.00 1.000 250 085 REMOVE CULVERT (LF) LF 75.0000 11,250.00 148.000 11,100 086 REMOVE INLET EA 300.0000 300.00 1.000 300 087 SAND BACKFILL CY 300.0000 1,500.00 4.500 1,350 088 SMALL-ROCK SLOPE PROTECTION CY 115.0000 4,600.00 40.000 4,600 089 ROCK SLOPE PROTECTION CY 115.0000 5,175.00 44.900 5,163 (60 LB, CLASS II, METHOD B) (CY) 090 ROCK SLOPE PROTECTION CY 95.0000 62,700.00 636.000 60,420 (20 LB, CLASS I, METHOD B) (CY) 091 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 8,520.00 4,256.800 8,513 092 MISCELLANEOUS IRON AND STEEL LB 2.0000 13,266.00 6,633.000 13,266 (F) 093 PREPARE AND STAIN CONCRETE SQFT 14.0000 26,110.00 1,455.000 20,370.00 1,455.000 20,370 094 RELOCATE MAILBOX EA 500.0000 5,000.00 10.000 5,000 095 OBLITERATE SURFACING SQYD 1.0000 1,040.00 1,033.400 1,033 096 FENCE (TYPE WM, METAL POST) LF 25.0000 14,250.00 448.000 11,200 097 REMOVE FENCE LF 2.2500 1,890.00 300.000 675 098 REMOVE PAVEMENT MARKER EA 1.0000 330.00 330.000 330 099 DELINEATOR (CLASS 1) EA 43.0000 1,892.00 0.000 0 100 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 3,660.00 332.000 1,992 101 MILEPOST MARKER EA 43.0000 86.00 2.000 86.00 2.000 86 102 MARKER (CULVERT) EA 43.0000 602.00 14.000 602.00 14.000 602 103 OBJECT MARKER (TYPE L-1) EA 43.0000 1,978.00 46.000 1,978.00 46.000 1,978 PROGRAM CAS145 PAGE 5 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-368414 TIME 03:50 PM ESTIMATE NO. 010 BID OPENING 09/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ROADSIDE SIGN EA 50.0000 750.00 15.000 750 105 RELOCATE ROADSIDE SIGN EA 150.0000 300.00 2.000 300 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.2500 331.25 25.000 331 (0.063"-UNFRAMED) 107 ROADSIDE SIGN - ONE POST EA 275.0000 6,875.00 25.000 6,875 108 ROADSIDE SIGN - TWO POST EA 625.0000 3,125.00 5.000 3,125 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.1000 1,365.00 144.560 1,315 FOR RETROREFLECTIVE SHEETING (TYPE XI) (0.063"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2500 1,381.25 84.500 1,373 FOR RETROREFLECTIVE SHEETING (TYPE XI) (0.063"-FRAMED) 111 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.3500 1,087.50 242.560 1,055 112 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 17.0000 544.00 31.500 535 RETRO REFLECTIVE SHEETING (TYPE XI) (0.080"-FRAMED) 113 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 23.7500 37,525.00 1,467.000 34,841 114 MIDWEST GUARDRAIL SYSTEM (7' STEEL POST) LF 26.5000 16,165.00 626.500 16,602 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 66,950.00 691.000 44,915 116 TUBULAR HANDRAILING LF 60.0000 27,780.00 463.000 27,780 (F) 117 TRANSITION RAILING (TYPE WB-31) EA 3,250.0000 9,750.00 3.000 9,750 118 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 1,500.00 2.000 1,500 119 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 22,500.00 9.000 20,250 120 ALTERNATIVE CRASH CUSHION EA 27,500.0000 55,000.00 2.000 55,000 121 CONCRETE BARRIER (TYPE 60F) LF 350.0000 49,000.00 139.000 48,650 122 CONCRETE BARRIER (TYPE 60) LF 550.0000 11,000.00 20.000 11,000 123 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 275.0000 127,325.00 463.000 127,325 (F) 124 REMOVE GUARDRAIL LF 15.0000 1,350.00 90.000 1,350 125 THERMOPLASTIC PAVEMENT MARKING SQFT 6.7500 5,197.50 767.000 5,177 126 THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 20,930.00 29,290.000 20,503 (SPRAYABLE) 127 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 7,450.00 7,127.000 3,563 128 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 3,520.00 520.000 2,860 PROGRAM CAS145 PAGE 6 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-368414 TIME 03:50 PM ESTIMATE NO. 010 BID OPENING 09/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 12" RUMBLE STRIP STA 35.0000 2,905.00 85.950 3,008 (ASPHALT CONCRETE PAVEMENT) 130 LIGHTING SYSTEM LS 73,342.0000 73,342.00 1.000 73,342 131 2" CONDUIT (BRIDGE) LS 13,594.0000 13,594.00 1.000 13,594 132 3" CONDUIT (BRIDGE) LS 15,738.0000 15,738.00 1.000 15,738 PROGRAM CAS145 PAGE 7 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-368414 TIME 03:50 PM ESTIMATE NO. 010 BID OPENING 09/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 79,797.20 4,847,211.52 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 79,797.20 4,847,211.52 133 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000 ORIGINAL CONTRACT AMOUNT 5,763,049.80 TOTAL WORK COMPLETED 79,797.20 5,397,211.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 79,797.20 5,397,211.52 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 11/20/17 180 01/16/18 01/16/18 01/18/19 152 82 0 0 93% 84% PROGRESS IS SATISFACTORY ALEXANDER, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/18