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 07/27/20 EST. NO. 004 TIME 04:11 PM R.E. NAME: TOFAEL MD ANWAR 02-1H74U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 406.88 E.W. @ F.A.(+) 041620 N 0003.0 0002 946.14 041720 N 0004.0 0003 957.81 041820 N 0005.0 2,310.83 TOTAL THIS ESTIMATE 49,375.00 TOTAL PREVIOUS ESTIMATE 51,685.83 TOTAL TO DATE 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 07/27/20 EST. NO. 004 TIME 04:11 PM R.E. NAME: TOFAEL MD ANWAR 02-1H74U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 6/20 -3,000.00 003 PER 7/20 LTTR -3,000.00 004 -3,000.00 -6,000.00 TOTAL DEDUCTIONS -3,000.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H74U4 TIME 04:11 PM ESTIMATE NO. 004 BID OPENING 09/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL MD ANWAR DATE OF THIS ESTIMATE 07/27/20 LOCATION PROGRESS ESTIMATE 02-TEH-36-87.8/89.1 ----------------- STEVE MANNING CONSTRUCTION, IN TEHAMA COUNTY NEAR MINERAL FROM INC. 0.1 MILE EAST TO 1.5 MILES EAST OF 5211 CHURN CREEK ROAD ROUTE 89. REDDING CA 96002 FED. AID NO. ACST-P036(112)E CURVE IMPROVEMENT AND TRUCK ------------------------------------------------------------------------------------------------------------------------------------ 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 5,500.0000 5,500.00 0.250 1,375.00 0.750 4,125 003 TIME-RELATED OVERHEAD (LS) LS 75,000.0000 75,000.00 0.211 15,825.00 0.600 45,000 004 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.211 6,330.00 0.600 18,000 005 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.063 504.00 0.680 5,440 006 TRAFFIC CONTROL SYSTEM LS 360,000.0000 360,000.00 0.211 75,960.00 0.600 216,000 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.211 2,532.00 0.600 7,200 008 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.211 4,220.00 0.600 12,000 009 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 5,500.00 0.000 0 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 10,200.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 013 TEMPORARY CHECK DAM LF 20.0000 2,000.00 393.000 7,860 014 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 3,000.00 8.000 2,400 015 TEMPORARY FIBER ROLL LF 6.0000 19,800.00 2,687.500 16,125 016 TEMPORARY GRAVEL BAG BERM LF 7.0000 3,500.00 0.000 0 017 STREET SWEEPING LS 27,600.0000 27,600.00 0.211 5,823.60 0.600 16,560 018 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.211 211.00 0.600 600 019 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 700.0000 2,800.00 0.000 0 020 WATER QUALITY MONITORING REPORT EA 500.0000 1,000.00 0.000 0 021 WATER QUALITY ANNUAL REPORT EA 500.0000 500.00 0.000 0 022 TEMPORARY CREEK DIVERSION SYSTEMS LS 7,590.0000 7,590.00 0.211 1,601.49 0.600 4,554 PROGRAM CAS145 PAGE 2 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H74U4 TIME 04:11 PM ESTIMATE NO. 004 BID OPENING 09/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL MD ANWAR DATE OF THIS ESTIMATE 07/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 2.0000 1,200.00 0.000 0 024 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 400.00 75.000 375 025 CLEARING AND GRUBBING (LS) LS 195,000.0000 195,000.00 0.211 41,145.00 0.600 117,000 026 DUST SUPPRESSANT SQYD 0.5000 16,250.00 0.000 0 027 ROADWAY EXCAVATION CY 10.7000 1,251,900.00 3,483.000 37,268.10 117,920.000 1,261,744 028 SHOULDER BACKING TON 34.5000 33,120.00 678.170 23,396.87 678.170 23,396 029 ROCK BLANKET SQFT 80.0000 28,800.00 564.200 45,136.00 564.200 45,136 030 WOOD MULCH CY 59.0000 141,010.00 2,621.000 154,639.00 2,621.000 154,639 031 BONDED FIBER MATRIX (SQFT) SQFT 0.2300 87,630.00 392,694.260 90,319.68 392,701.000 90,321 032 FIBER ROLLS LF 5.8000 143,260.00 0.000 0 033 PERMANENT EROSION CONTROL ESTABLISHMENT LS 12,000.0000 12,000.00 0.000 0 WORK 034 FINISHING ROADWAY LS 34,845.0000 34,845.00 0.600 20,907.00 0.600 20,907 035 CLASS 2 AGGREGATE BASE (CY) CY 58.9000 341,620.00 4,881.430 287,516.23 5,638.430 332,103 036 HOT MIX ASPHALT (TYPE A) TON 121.0000 1,076,900.00 8,535.700 1,032,819.70 8,535.700 1,032,819 037 DATA CORE LS 6,000.0000 6,000.00 1.000 6,000.00 1.000 6,000 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 90.00 45.000 135.00 45.000 135 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 390.00 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 2,520.00 366.000 1,098.00 366.000 1,098 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 10,620.00 0.000 0 042 PLACE HOT MIX ASPHALT SQYD 52.0000 3,484.00 59.200 3,078.40 59.200 3,078 (MISCELLANEOUS AREA) 043 TACK COAT TON 1,900.0000 7,600.00 8.490 16,131.00 8.490 16,131 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 27.0000 8,100.00 293.000 7,911 045 STRUCTURAL CONCRETE, HEADWALL CY 3,700.0000 52,170.00 14.100 52,170 (F) 046 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,350.0000 76,140.00 12.220 28,717.00 32.400 76,140 (F) 047 18" ALTERNATIVE PIPE CULVERT LF 160.0000 195,200.00 389.800 62,368.00 1,214.400 194,304 048 12" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 900.00 8.500 850.00 8.500 850 049 18" CORRUGATED STEEL PIPE (.109" THICK) LF 180.0000 32,400.00 43.300 7,794.00 177.400 31,932 PROGRAM CAS145 PAGE 3 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H74U4 TIME 04:11 PM ESTIMATE NO. 004 BID OPENING 09/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL MD ANWAR DATE OF THIS ESTIMATE 07/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" CORRUGATED STEEL PIPE (.138" THICK) LF 190.0000 222,300.00 109.300 20,767.00 1,192.500 226,575 051 30" CORRUGATED STEEL PIPE (.138" THICK) LF 220.0000 28,600.00 126.400 27,808 052 8" NON-PERFORATED STEEL PIPE UNDERDRAIN LF 100.0000 3,200.00 15.000 1,500.00 32.000 3,200 053 MODIFIED 8" PERFORATED PLASTIC PIPE LF 118.0000 69,620.00 1,230.000 145,140 UNDERDRAIN 054 PERVIOUS BACKFILL MATERIAL (SAND) CY 90.0000 53,100.00 422.220 37,999.80 585.220 52,669 055 FILTER FABRIC (CLASS A) SQYD 5.0000 5,950.00 953.330 4,766.65 1,264.330 6,321 056 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 46,000.00 408.000 40,800 (.138" THICK) 057 24" ANCHOR ASSEMBLY EA 400.0000 10,800.00 4.000 1,600.00 29.000 11,600 058 CUSHION FABRIC SQYD 5.0000 1,650.00 533.200 2,666 059 GEOMEMBRANE SQYD 26.0000 4,420.00 266.800 6,936 060 12" STEEL FLARED END SECTION EA 180.0000 180.00 1.000 180.00 1.000 180 061 18" STEEL FLARED END SECTION EA 200.0000 1,000.00 5.000 1,000.00 5.000 1,000 062 24" STEEL FLARED END SECTION EA 350.0000 2,100.00 1.000 350.00 6.000 2,100 063 30" STEEL FLARED END SECTION EA 375.0000 750.00 2.000 750 064 36" PRECAST CONCRETE PIPE INLET LF 450.0000 5,400.00 4.000 1,800.00 12.000 5,400 065 ABANDON CULVERT (LF) LF 44.0000 19,360.00 35.000 1,540.00 435.400 19,157 066 REMOVE CULVERT (LF) LF 50.0000 29,500.00 122.400 6,120.00 581.500 29,075 067 REMOVE INLET EA 500.0000 3,500.00 1.000 500.00 7.000 3,500 068 REMOVE HEADWALL EA 500.0000 2,000.00 4.000 2,000 069 REMOVE FLARED END SECTION (EA) EA 100.0000 200.00 2.000 200 070 SAND BACKFILL CY 72.0000 3,528.00 1.390 100.08 48.590 3,498 071 ROCK SLOPE PROTECTION CY 110.0000 42,900.00 1,209.900 133,089 (300 LB, CLASS IV, METHOD B) (CY) 072 VERTICAL FILTRATION DEVICE (UNDERDRAIN) LF 150.0000 11,250.00 25.000 3,750.00 75.000 11,250 073 ROCK SLOPE PROTECTION CY 110.0000 24,200.00 126.580 13,923.80 307.180 33,789 (60 LB, CLASS II, METHOD B) (CY) 074 ROCK SLOPE PROTECTION CY 110.0000 27,500.00 105.550 11,610.50 146.550 16,120 (20 LB, CLASS I, METHOD B) (CY) 075 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 3,400.00 183.500 917.50 327.500 1,637 076 MISCELLANEOUS IRON AND STEEL LB 3.0000 18,411.00 2,366.000 7,098.00 6,137.000 18,411 (F) PROGRAM CAS145 PAGE 4 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H74U4 TIME 04:11 PM ESTIMATE NO. 004 BID OPENING 09/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL MD ANWAR DATE OF THIS ESTIMATE 07/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DELINEATOR (CLASS 2) EA 60.0000 10,800.00 0.000 0 078 MILEPOST MARKER EA 60.0000 660.00 0.000 0 079 MARKER (CULVERT) EA 60.0000 2,700.00 0.000 0 080 OBJECT MARKER (TYPE L-1) EA 60.0000 120.00 0.000 0 081 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 800.00 0.000 0 082 REMOVE ROADSIDE SIGN (METAL POST) EA 300.0000 300.00 0.000 0 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 403.00 0.000 0 (0.080"-UNFRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 640.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 616.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 086 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 440.00 0.000 0 087 ROADSIDE SIGN - ONE POST EA 300.0000 2,700.00 0.000 0 088 ROADSIDE SIGN - TWO POST EA 700.0000 2,100.00 0.000 0 089 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 174,000.00 4,853.000 145,590.00 4,853.000 145,590 090 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,600.0000 10,400.00 2.000 5,200.00 2.000 5,200 091 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 7,500.0000 15,000.00 5.000 37,500.00 5.000 37,500 092 THERMOPLASTIC PAVEMENT MARKING SQFT 55.0000 4,620.00 0.000 0 093 THERMOPLASTIC TRAFFIC STRIPE LF 0.7700 16,863.00 0.000 0 (SPRAYABLE) 094 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 095 INVASIVE SPECIES CONTROL LS 10,000.0000 10,000.00 0.032 320 PROGRAM CAS145 PAGE 5 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H74U4 TIME 04:11 PM ESTIMATE NO. 004 BID OPENING 09/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TOFAEL MD ANWAR DATE OF THIS ESTIMATE 07/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,277,514.40 4,822,791.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,310.83 51,685.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,279,825.23 4,874,477.69 096 MOBILIZATION LS 500,000.0000 500,000.00 0.050 25,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 5,759,020.00 TOTAL WORK COMPLETED 2,304,825.23 5,374,477.69 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -3,000.00 -6,000.00 TOTAL 2,301,825.23 5,368,477.69 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 10/24/19 95 04/01/20 04/01/20 09/11/20 56 87 0 0 86% 59% PROGRESS IS SATISFACTORY TOFAEL MD ANWAR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/20