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 08/04/20 EST. NO. 014 TIME 03:06 PM R.E. NAME: REPAKA, SUNIL 02-4F5104 --------------------------------------------------------------------------- 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 1,339.64 E.W. @ F.A.(+) 080819 N 0005.0 0002 845.26 021820 N 0038.0 002 0001 1,267.17 E.W. @ F.A.(+) 061019 N 0001.0 0005 3,242.30 071919 N 0006.0 0007 671.46 082219 N 0008.0 0008 3,717.65 020620 N 0029.0 0009 749.11 020720 N 0030.0 0010 4,205.54 021020 N 0031.0 0011 6,920.19 021120 N 0032.0 0013 5,082.00 021220 N 0034.0 0019 3,728.12 082019 N 0007.1 006 0003 31,298.10 E.W. @ F.A.(+) 022020 N 35.9 0 007 0002 4,000.00 E.W. @ L.S.(+) 092419 N 39.1 0 67,066.54 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 67,066.54 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 08/04/20 EST. NO. 014 TIME 03:06 PM R.E. NAME: REPAKA, SUNIL 02-4F5104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 4/20 -2,000.00 013 LABOR COMPLIANCE -3,000.00 014 -3,000.00 -5,000.00 TOTAL DEDUCTIONS -3,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5104 TIME 03:06 PM ESTIMATE NO. 014 BID OPENING 07/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: REPAKA, SUNIL DATE OF THIS ESTIMATE 08/04/20 LOCATION PROGRESS ESTIMATE 02-SHA-5-0.0/67.0 ----------------- STEELHEAD CONSTRUCTORS, INC. IN SHASTA COUNTY IN AND NEAR 2940 INNSBRUCK DR REDDING AT VARIOUS LOCATIONS FROM REDDING CA 96003 TEHAMA COUNTY LINE TO SISKIYOU COUNTY LINE FED. AID NO. HSIM- 005-8(357)E COLLISION SEVERITY REDUCTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,200.0000 3,200.00 1.000 3,200 002 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.950 19,000 003 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.371 14,840 004 TRAFFIC CONTROL SYSTEM LS 1,100,000.0000 1,100,000.00 0.950 1,045,000 005 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.950 47,500 006 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.750 1,125 PLAN 007 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 0.000 0 008 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 009 TEMPORARY COVER SQYD 9.0000 18,000.00 0.000 0 010 TEMPORARY CHECK DAM LF 24.0000 1,200.00 50.000 1,200 011 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 13,200.00 0.000 0 012 TEMPORARY GRAVEL BAG BERM LF 16.0000 16,000.00 0.000 0 013 TEMPORARY SILT FENCE LF 5.0000 83,000.00 3,117.000 15,585 014 STREET SWEEPING LS 10,000.0000 10,000.00 0.950 9,500 015 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 016 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 680.0000 8,160.00 0.000 0 017 WATER QUALITY MONITORING REPORT EA 350.0000 2,100.00 0.000 0 018 WATER QUALITY ANNUAL REPORT EA 350.0000 350.00 0.000 0 019 TEMPORARY CREEK DIVERSION SYSTEM LS 75,000.0000 75,000.00 0.000 0 020 TREATED WOOD WASTE LB 0.1000 4,180.00 0.000 0 021 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,050.0000 10,500.00 1.000 1,050 022 INVASIVE SPECIES PREVENTION PLAN LS 500.0000 500.00 0.750 375 PROGRAM CAS145 PAGE 2 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5104 TIME 03:06 PM ESTIMATE NO. 014 BID OPENING 07/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: REPAKA, SUNIL DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 024 DUST PALLIATIVE LS 2,500.0000 2,500.00 0.000 0 025 ROADWAY EXCAVATION CY 42.0000 1,058,400.00 29,264.500 1,229,109 026 SHOULDER BACKING TON 94.0000 55,460.00 499.600 46,962 027 STRUCTURE EXCAVATION (RETAINING WALL) CY 130.0000 12,220.00 0.000 0 028 STRUCTURE BACKFILL (RETAINING WALL) CY 130.0000 24,700.00 0.000 0 029 DITCH EXCAVATION CY 50.0000 14,000.00 296.400 14,820 030 ROLLED EROSION CONTROL PRODUCT SQFT 0.7500 15,900.00 12,251.000 9,188 (JUTE MESH) 031 HYDROMULCH (FRM) SQFT 0.2000 85,000.00 311,608.000 62,321 032 COMPOST BERM LF 6.0000 156,600.00 17,661.000 105,966 033 HYDROSEED (SEED MIX VALLEY) SQFT 0.3000 103,200.00 339,284.000 101,785 034 HYDROSEED (SEED MIX CANYON) SQFT 0.5000 30,000.00 46,564.000 23,282 035 HYDROSEED (SEED MIX SWALE) SQFT 0.3500 7,420.00 12,251.000 4,287 036 SOIL TESTING EA 300.0000 900.00 3.000 900 037 HOT MIX ASPHALT (TYPE A) TON 125.0000 30,000.00 88.420 11,052 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 93.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.2500 1,665.00 168.000 378 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.3000 2,461.00 1,009.000 2,320 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2500 11,340.00 4,128.000 9,288 042 PLACE HOT MIX ASPHALT SQYD 50.0000 10,000.00 145.400 7,270 (MISCELLANEOUS AREA) 043 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 12.0000 11,280.00 488.500 5,862 044 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 54,500.00 7,143.000 35,715 045 RAIL ELEMENT WALL (2 ELEMENTS) LF 60.0000 82,800.00 735.000 44,100 046 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 82,450.00 0.000 0 (F) 047 STRUCTURAL CONCRETE, HEADWALL CY 3,600.0000 176,400.00 49.000 176,400 (F) 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 26,400.00 12.000 26,400 (F) 049 MINOR CONCRETE CY 9,200.0000 4,600.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5104 TIME 03:06 PM ESTIMATE NO. 014 BID OPENING 07/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: REPAKA, SUNIL DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (MINOR STRUCTURE) CY 4,000.0000 70,400.00 16.420 65,680 (F) 051 BAR REINFORCING STEEL (RETAINING WALL) LB 2.4000 13,068.00 2,000.882 4,802 (F) 052 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 18,000.00 59.200 17,760 053 18" REINFORCED CONCRETE PIPE LF 330.0000 6,600.00 13.700 4,521 (CLASS III, RUBBER GASKET JOINT) 054 24" REINFORCED CONCRETE PIPE LF 141.3600 63,612.00 463.000 65,449 (CLASS III, RUBBER GASKET JOINT) 055 36" REINFORCED CONCRETE PIPE LF 330.0000 2,640.00 8.000 2,640 (CLASS III, RUBBER GASKET JOINT) 056 18" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 15,400.00 82.000 16,400 057 24" CORRUGATED STEEL PIPE (.138" THICK) LF 215.0000 32,250.00 158.300 34,034 058 30" CORRUGATED STEEL PIPE (.138" THICK) LF 245.0000 11,270.00 55.200 13,524 059 36" CORRUGATED STEEL PIPE (.168" THICK) LF 255.0000 17,850.00 61.300 15,631 060 72" CORRUGATED STEEL PIPE (.138" THICK) LF 330.0000 6,930.00 21.000 6,930 061 6" NON-PERFORATED PLASTIC PIPE LF 100.0000 400.00 0.000 0 UNDERDRAIN 062 8" NON-PERFORATED PLASTIC PIPE LF 30.0000 2,580.00 0.000 0 UNDERDRAIN 063 3" PLASTIC PIPE (EDGE DRAIN) LF 55.0000 4,455.00 101.250 5,568 064 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 55.0000 3,960.00 9.650 530 065 6" PLASTIC PIPE (EDGE DRAIN) LF 125.0000 375.00 3.750 468 066 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 125.0000 375.00 0.000 0 067 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 44.0000 4,092.00 89.000 3,916 (.079" THICK) 068 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 85.0000 5,100.00 50.000 4,250 (.138" THICK) 069 12" ENTRANCE TAPER EA 1,000.0000 3,000.00 3.000 3,000 070 ANCHOR ASSEMBLY EA 485.0000 1,455.00 3.000 1,455 071 18" STEEL FLARED END SECTION EA 400.0000 400.00 1.000 400 072 24" STEEL FLARED END SECTION EA 475.0000 1,425.00 3.000 1,425 073 36" STEEL FLARED END SECTION EA 900.0000 900.00 1.000 900 074 24" CONCRETE FLARED END SECTION EA 1,000.0000 4,000.00 4.000 4,000 075 ABANDON CULVERT (LF) LF 20.0000 2,400.00 117.200 2,344 076 REMOVE CULVERT (LF) LF 40.0000 19,200.00 472.600 18,904 PROGRAM CAS145 PAGE 4 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5104 TIME 03:06 PM ESTIMATE NO. 014 BID OPENING 07/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: REPAKA, SUNIL DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE DOWNDRAIN (EA) EA 500.0000 1,000.00 2.000 1,000 078 REMOVE INLET EA 1,000.0000 2,000.00 2.000 2,000 079 REMOVE HEADWALL EA 1,800.0000 10,800.00 5.000 9,000 080 REMOVE CONCRETE FLARED END SECTION (EA) EA 500.0000 500.00 1.000 500 081 REMOVE FLARED END SECTION (EA) EA 500.0000 1,500.00 3.000 1,500 082 RESET INLET EA 500.0000 3,500.00 1.000 500 083 ADJUST PULLBOX TO GRADE EA 700.0000 2,800.00 7.000 4,900 084 MODIFY INLET EA 400.0000 400.00 1.000 400 (F) 085 CULVERT CONTACT GROUTING CY 3,000.0000 30,000.00 10.000 30,000 086 SAND BACKFILL CY 450.0000 3,600.00 7.700 3,465 087 24" CURED-IN-PLACE PIPELINER LF 200.0000 32,000.00 151.000 30,200 088 30" CURED-IN-PLACE PIPELINER LF 210.0000 50,400.00 230.000 48,300 089 36" CURED-IN-PLACE PIPELINER LF 215.0000 62,350.00 275.300 59,189 090 MINOR CONCRETE (INVERT PAVING) CY 2,500.0000 50,000.00 18.000 45,000 (F) 091 ROCK SLOPE PROTECTION CY 200.0000 12,000.00 35.000 7,000 (150 LB, CLASS III, METHOD B) (CY) 092 ROCK SLOPE PROTECTION CY 200.0000 154,000.00 304.300 60,860 (60 LB, CLASS II, METHOD B) (CY) 093 ROCK SLOPE PROTECTION CY 200.0000 6,800.00 2.800 560 (20 LB, CLASS I, METHOD B) (CY) 094 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,920.00 192.300 384 095 MINOR CONCRETE (GUTTER) (LF) LF 260.0000 14,040.00 0.000 0 096 MISCELLANEOUS IRON AND STEEL LB 3.0000 5,208.00 1,736.000 5,208 (F) 097 DELINEATOR (CLASS 1) EA 60.0000 360.00 0.000 0 098 DELINEATOR (CLASS 2) EA 55.0000 4,730.00 42.000 2,310 099 MILEPOST MARKER EA 65.0000 1,040.00 15.000 975 100 MARKER (CULVERT) EA 60.0000 2,340.00 33.000 1,980 101 OBJECT MARKER (TYPE L-1) EA 55.0000 1,430.00 19.000 1,045 102 REMOVE ROADSIDE SIGN (WOOD POST) EA 90.0000 2,340.00 20.000 1,800 103 REMOVE ROADSIDE SIGN (STEEL POST) EA 200.0000 800.00 1.000 200 PROGRAM CAS145 PAGE 5 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5104 TIME 03:06 PM ESTIMATE NO. 014 BID OPENING 07/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: REPAKA, SUNIL DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 RELOCATE ROADSIDE SIGN-TWO POST EA 800.0000 800.00 1.000 800 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 182.00 13.500 175 (0.063"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 2,025.00 129.500 1,748 (0.080"-UNFRAMED) 107 ROADSIDE SIGN - ONE POST EA 325.0000 6,175.00 16.000 5,200 108 ROADSIDE SIGN - TWO POST EA 1,200.0000 7,200.00 3.000 3,600 109 INSTALL ROADSIDE SIGN EA 2,000.0000 8,000.00 2.000 4,000 (LAMINATED WOOD BOX POST) 110 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,200.0000 25,600.00 6.000 19,200 111 FURNISH LAMINATED PANEL SIGN SQFT 32.0000 3,840.00 119.000 3,808 (1"-TYPE B)FOR RETROREFLECTIVE SHEETING (TYPE XI) 112 FURNISH LAMINATED PANEL SIGN SQFT 35.0000 6,300.00 0.000 0 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 243.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,620.00 130.000 1,170 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 5,270.00 245.700 4,176 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 117 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 525,000.00 13,637.500 409,125 118 MIDWEST GUARDRAIL SYSTEM (7' STEEL POST) LF 32.0000 99,200.00 3,300.000 105,600 119 VEGETATION CONTROL (MINOR CONCRETE) SQYD 37.0000 115,810.00 2,252.000 83,324 120 CABLE RAILING LF 41.0000 7,790.00 0.000 0 121 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 28,700.00 6.000 24,600 122 TRANSITION RAILING (ARA) EA 1,460.0000 11,680.00 4.000 5,840 123 END CAP (TYPE A) EA 230.0000 3,450.00 14.000 3,220 124 RETURN CAP (TYPE A) EA 200.0000 200.00 1.000 200 125 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 15,225.00 21.000 15,225 126 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 69,300.00 19.000 62,700 127 REMOVE GUARDRAIL LF 3.5000 11,445.00 3,266.500 11,432 PROGRAM CAS145 PAGE 6 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5104 TIME 03:06 PM ESTIMATE NO. 014 BID OPENING 07/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: REPAKA, SUNIL DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 24,300.00 4,715.000 7,072 129 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 500.00 0.000 0 130 THERMOPLASTIC PAVEMENT MARKING SQFT 80.0000 1,200.00 0.000 0 131 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 133 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 3,400.00 494.700 2,102 PROGRAM CAS145 PAGE 7 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F5104 TIME 03:06 PM ESTIMATE NO. 014 BID OPENING 07/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: REPAKA, SUNIL DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,564,416.03 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 67,066.54 67,066.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 67,066.54 4,631,482.57 134 MOBILIZATION LS 575,000.0000 575,000.00 1.000 575,000 ORIGINAL CONTRACT AMOUNT 5,960,129.00 TOTAL WORK COMPLETED 67,066.54 5,206,482.57 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -3,000.00 -5,000.00 TOTAL 64,066.54 5,201,482.57 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 11/20/18 85 11/30/18 11/30/18 07/28/20 83 328 0 0 84% 98% PROGRESS IS SATISFACTORY REPAKA, SUNIL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/04/20