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 12/06/18 EST. NO. 006 TIME 10:28 AM R.E. NAME: GREWAL, MANDHIR S 02-4G2504 --------------------------------------------------------------------------- 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 12/06/18 EST. NO. 006 TIME 10:28 AM R.E. NAME: GREWAL, MANDHIR S 02-4G2504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 069 -1,962.15 002 OVERBID ITEM NO. 069 -103.28 003 OVERBID ITEM NO. 069 2,065.43 006 2,065.43 0.00 TOTAL DEDUCTIONS 2,065.43 0.00 PROGRAM CAS145 PAGE 1 DATE 12/06/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 10:28 AM ESTIMATE NO. 006 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 12/06/18 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-TRI-3-32.8/39.8 ---------------------------------- R. BROWN CONSTRUCTION COMPANY, IN TRINITY COUNTY NEAR WEAVERVILLE INC. AT VARIOUS LOCATIONS FROM 0.1 MILE PO BOX 406 NORTH OF EAST WEAVER ROAD TO 0.4 WILLOW CREEK CA 95573 MILE NORTH OF RUSH CREEK CAMPGROUND ROAD. FED. AID NO. ACST-P003(35)E REPLACE AND REHAB CULVERTS, RSP ------------------------------------------------------------------------------------------------------------------------------------ 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 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 003 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 005 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 006 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000 PLAN 007 RAIN EVENT ACTION PLAN EA 500.0000 4,000.00 1.000 500 008 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 11,000.00 1.000 1,000 009 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.750 1,500.00 1.000 2,000 010 TEMPORARY HYDRAULIC MULCH SQYD 1.1500 11,500.00 0.000 0 (BONDED FIBER MATRIX) 011 TEMPORARY FIBER ROLL LF 6.0000 4,800.00 0.000 0 012 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 1.000 2,500 013 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 1.000 35,000 014 ROADWAY EXCAVATION CY 50.0000 11,500.00 15.000 750 015 DITCH EXCAVATION CY 50.0000 9,000.00 172.000 8,600 016 ROADSIDE CLEARING LS 25,000.0000 25,000.00 1.000 25,000 017 BONDED FIBER MATRIX (SQFT) SQFT 1.0000 64,300.00 64,220.000 64,220 018 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.5000 13,215.00 0.000 0 019 FIBER REINFORCED MATRIX SQFT 0.3500 6,965.00 19,860.000 6,951 020 HYDRAULIC GROWTH MEDIUM SQFT 0.4500 4,995.00 11,050.000 4,972 021 COMPOST SOCK LF 17.7500 43,310.00 200.000 3,550.00 2,440.000 43,310 022 COMPOST (CY) CY 172.5000 6,727.50 11.200 1,932 PROGRAM CAS145 PAGE 2 DATE 12/06/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 10:28 AM ESTIMATE NO. 006 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 12/06/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 INCORPORATE MATERIALS SQFT 1.0000 3,620.00 3,620.000 3,620 024 CLASS 2 AGGREGATE BASE (CY) CY 560.0000 8,400.00 14.000 7,840.00 15.000 8,400 025 HOT MIX ASPHALT (TYPE A) TON 567.5000 26,105.00 9.630 5,465.03 59.630 33,840 026 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 35.2500 6,345.00 130.000 4,582.50 188.000 6,627 027 PLACE HOT MIX ASPHALT SQYD 86.2500 18,975.00 226.600 19,544 (MISCELLANEOUS AREA) 028 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 87,500.00 20.090 50,225 (F) 029 STRUCTURAL CONCRETE, DRAINAGE INLET CY 652.0000 14,996.00 8.250 5,379.00 23.000 14,996 (F) 030 BAR REINFORCING STEEL LB 5.0000 20,030.00 2,180.000 10,900 (F) 031 18" ALTERNATIVE PIPE CULVERT LF 150.0000 3,000.00 20.000 3,000 032 24" ALTERNATIVE PIPE CULVERT LF 520.0000 98,800.00 183.600 95,472 033 24" CORRUGATED STEEL PIPE (.138" THICK) LF 150.0000 2,100.00 14.000 2,100 034 17" X 13" CORRUGATED STEEL PIPE ARCH LF 482.0000 29,402.00 10.000 4,820.00 71.000 34,222 (.079" THICK) 035 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.5000 5,414.50 51.000 5,635 (.138" THICK) 036 FLUME DOWNDRAIN (24") LF 105.0000 7,350.00 70.000 7,350 037 24" ANCHOR ASSEMBLY EA 400.0000 1,200.00 3.000 1,200.00 3.000 1,200 038 24" FLUME ANCHOR ASSEMBLY EA 400.0000 1,200.00 3.000 1,200 039 48" CORRUGATED STEEL PIPE RISER LF 367.5000 7,350.00 9.500 3,491.25 20.000 7,350 (.079" THICK) 040 DEBRIS RACK CAGE EA 2,348.5000 14,091.00 6.000 14,091 041 24" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500 042 24" ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800 043 36" ALTERNATIVE FLARED END SECTION EA 1,101.5000 11,015.00 10.000 11,015 044 17" X 13" STEEL FLARED END PIPE ARCH EA 500.0000 500.00 1.000 500 SECTION 045 36" PRECAST CONCRETE PIPE INLET LF 200.0000 1,400.00 6.300 1,260 046 ABANDON CULVERT (LF) LF 42.2500 45,207.50 1,066.600 45,063 047 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 2.000 2,000 048 REMOVE CULVERT (LF) LF 40.0000 10,000.00 243.300 9,732 049 REMOVE INLET EA 1,000.0000 1,000.00 1.000 1,000 PROGRAM CAS145 PAGE 3 DATE 12/06/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 10:28 AM ESTIMATE NO. 006 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 12/06/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE RISER EA 1,000.0000 3,000.00 3.000 3,000 051 REMOVE HEADWALL EA 1,000.0000 1,000.00 1.000 1,000 052 21" ALTERNATIVE PIPELINER LF 365.5000 51,170.00 138.900 50,767 053 24" ALTERNATIVE PIPELINER LF 328.0000 104,960.00 319.000 104,632 054 CLEANING, INSPECTING, AND PREPARING LF 63.2500 29,095.00 457.900 28,962 CULVERT (LF) 055 SAND BACKFILL CY 341.5000 44,395.00 148.550 50,729 056 SMALL-ROCK SLOPE PROTECTION CY 160.0000 2,880.00 18.100 2,896 057 ROCK SLOPE PROTECTION CY 150.0000 22,500.00 37.000 5,550.00 202.600 30,390 (1/4 T, CLASS V, METHOD B) (CY) 058 ROCK SLOPE PROTECTION CY 150.0000 22,500.00 6.000 900.00 150.200 22,530 (150 LB, CLASS III, METHOD B) (CY) 059 ROCK SLOPE PROTECTION CY 160.0000 10,400.00 48.800 7,808.00 116.000 18,560 (60 LB, CLASS II, METHOD B) (CY) 060 ROCK SLOPE PROTECTION CY 160.0000 5,920.00 36.400 5,824 (20 LB, CLASS I, METHOD B) (CY) 061 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.5000 1,040.00 193.000 1,254 062 MISCELLANEOUS IRON AND STEEL LB 1.7500 2,843.75 1,625.000 2,843 (F) 063 36" ALTERNATIVE TRENCHLESS CULVERT LF 723.7000 550,012.00 764.700 553,413 064 60" ALTERNATIVE TRENCHLESS CULVERT LF 1,352.2500 148,747.50 115.000 155,508 065 MARKER (CULVERT) EA 74.0000 2,294.00 31.000 2,294 066 RESET ROADSIDE SIGN EA 450.0000 1,350.00 1.000 450 067 CABLE RAILING LF 75.0000 4,125.00 30.000 2,250 (F) 068 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 12/06/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 10:28 AM ESTIMATE NO. 006 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 12/06/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 53,335.78 1,712,685.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 79,565.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 53,335.78 1,792,251.19 069 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 1,979,345.75 TOTAL WORK COMPLETED 53,335.78 1,992,251.19 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 2,065.43 0.00 TOTAL 55,401.21 1,992,251.19 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 069 MOBILIZATION 197,934.57 200,000.00 2,065.43 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 11/30/17 85 12/20/17 12/20/17 10/31/18 76 141 0 0 100% 100% GREWAL, MANDHIR S RESIDENT ENGINEER PROGRAM CAS145 DATE 12/06/18