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 08/23/18 EST. NO. 003 TIME 11:44 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 --------------------------------------------------------------------------- 001 0235 916.34 E.W. @ U.P (+) 071618 N RB0235 0236 657.44 071718 N RB0236 0237 205.45 071818 N RB0237 0238 616.35 072018 N RB0238 0239 657.44 072318 N RB0239 0240 761.00 072418 N RB0240 0241 575.26 072518 N RB0241 0242 709.22 072618 N RB0242 0243 616.35 072718 N RB0243 0244 616.35 073018 N RB0244 0245 1,384.03 073118 N RB0245 0246 812.78 080118 N RB0246 0247 968.12 080218 N RB0247 0248 246.54 080318 N RB0248 0249 278.61 080718 N RB0249 0250 546.53 080818 N RB0250 0251 175.05 081018 N RB0251 10,742.86 TOTAL THIS ESTIMATE 20,005.60 TOTAL PREVIOUS ESTIMATE 30,748.46 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 08/23/18 EST. NO. 003 TIME 11:44 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 -103.28 -2,065.43 TOTAL DEDUCTIONS -103.28 -2,065.43 PROGRAM CAS145 PAGE 1 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 11:44 AM ESTIMATE NO. 003 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 08/20/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 08/23/18 LOCATION PROGRESS ESTIMATE 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 0.600 1,200 002 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.190 950.00 0.590 2,950 003 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.240 12,000.00 0.590 29,500 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.240 2,400.00 0.590 5,900 005 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.240 2,400.00 0.590 5,900 006 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750 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 0.250 500 010 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 0.340 850.00 0.590 1,475 013 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 0.290 10,150.00 0.590 20,650 014 ROADWAY EXCAVATION CY 50.0000 11,500.00 0.000 0 015 DITCH EXCAVATION CY 50.0000 9,000.00 141.000 7,050.00 172.000 8,600 016 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.240 6,000.00 0.590 14,750 017 BONDED FIBER MATRIX (SQFT) SQFT 1.0000 64,300.00 0.000 0 018 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.5000 13,215.00 0.000 0 019 FIBER REINFORCED MATRIX SQFT 0.3500 6,965.00 0.000 0 020 HYDRAULIC GROWTH MEDIUM SQFT 0.4500 4,995.00 0.000 0 021 COMPOST SOCK LF 17.7500 43,310.00 0.000 0 022 COMPOST (CY) CY 172.5000 6,727.50 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 11:44 AM ESTIMATE NO. 003 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 08/20/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 CLASS 2 AGGREGATE BASE (CY) CY 560.0000 8,400.00 1.000 560.00 1.000 560 025 HOT MIX ASPHALT (TYPE A) TON 567.5000 26,105.00 39.100 22,189.25 50.000 28,375 026 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 35.2500 6,345.00 18.000 634 027 PLACE HOT MIX ASPHALT SQYD 86.2500 18,975.00 31.400 2,708 (MISCELLANEOUS AREA) 028 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 87,500.00 0.000 0 (F) 029 STRUCTURAL CONCRETE, DRAINAGE INLET CY 652.0000 14,996.00 9.340 6,089.68 14.750 9,617 (F) 030 BAR REINFORCING STEEL LB 5.0000 20,030.00 0.000 0 (F) 031 18" ALTERNATIVE PIPE CULVERT LF 150.0000 3,000.00 20.000 3,000.00 20.000 3,000 032 24" ALTERNATIVE PIPE CULVERT LF 520.0000 98,800.00 80.000 41,600.00 183.600 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 61.000 29,402 (.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 0.000 0 037 24" ANCHOR ASSEMBLY EA 400.0000 1,200.00 0.000 0 038 24" FLUME ANCHOR ASSEMBLY EA 400.0000 1,200.00 0.000 0 039 48" CORRUGATED STEEL PIPE RISER LF 367.5000 7,350.00 10.500 3,858.75 10.500 3,858 (.079" THICK) 040 DEBRIS RACK CAGE EA 2,348.5000 14,091.00 3.000 7,045.50 3.000 7,045 041 24" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 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 5.000 5,507.50 5.000 5,507 044 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 5.300 1,060.00 6.300 1,260 046 ABANDON CULVERT (LF) LF 42.2500 45,207.50 961.900 40,640.28 1,066.600 45,063 047 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000 048 REMOVE CULVERT (LF) LF 40.0000 10,000.00 140.800 5,632.00 243.300 9,732 049 REMOVE INLET EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 PROGRAM CAS145 PAGE 3 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 11:44 AM ESTIMATE NO. 003 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 08/20/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 50,767.95 138.900 50,767 053 24" ALTERNATIVE PIPELINER LF 328.0000 104,960.00 319.000 104,632.00 319.000 104,632 054 CLEANING, INSPECTING, AND PREPARING LF 63.2500 29,095.00 457.900 28,962.18 457.900 28,962 CULVERT (LF) 055 SAND BACKFILL CY 341.5000 44,395.00 141.550 48,339.33 148.550 50,729 056 SMALL-ROCK SLOPE PROTECTION CY 160.0000 2,880.00 17.400 2,784.00 18.100 2,896 057 ROCK SLOPE PROTECTION CY 150.0000 22,500.00 165.600 24,840.00 165.600 24,840 (1/4 T, CLASS V, METHOD B) (CY) 058 ROCK SLOPE PROTECTION CY 150.0000 22,500.00 135.300 20,295.00 144.200 21,630 (150 LB, CLASS III, METHOD B) (CY) 059 ROCK SLOPE PROTECTION CY 160.0000 10,400.00 59.200 9,472.00 67.200 10,752 (60 LB, CLASS II, METHOD B) (CY) 060 ROCK SLOPE PROTECTION CY 160.0000 5,920.00 28.400 4,544.00 36.400 5,824 (20 LB, CLASS I, METHOD B) (CY) 061 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.5000 1,040.00 112.300 729.95 155.600 1,011 062 MISCELLANEOUS IRON AND STEEL LB 1.7500 2,843.75 693.000 1,212.75 1,625.000 2,843 (F) 063 36" ALTERNATIVE TRENCHLESS CULVERT LF 723.7000 550,012.00 301.200 217,978.44 559.600 404,982 064 60" ALTERNATIVE TRENCHLESS CULVERT LF 1,352.2500 148,747.50 115.000 155,508.75 115.000 155,508 065 MARKER (CULVERT) EA 74.0000 2,294.00 0.000 0 066 RESET ROADSIDE SIGN EA 450.0000 1,350.00 1.000 450.00 1.000 450 067 CABLE RAILING LF 75.0000 4,125.00 0.000 0 (F) 068 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.590 2,950.00 0.590 2,950 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 11:44 AM ESTIMATE NO. 003 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 08/20/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 855,949.31 1,224,227.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,742.86 30,748.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 866,692.17 1,254,975.69 069 MOBILIZATION LS 200,000.0000 200,000.00 0.050 10,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 1,979,345.75 TOTAL WORK COMPLETED 876,692.17 1,454,975.69 MATERIALS ON HAND ON SITE -117,997.35 0.00 DEDUCTIONS -103.28 -2,065.43 TOTAL 758,591.54 1,452,910.26 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/30/17 85 12/20/17 12/20/17 10/23/18 41 126 0 0 70% 48% PROGRESS IS SATISFACTORY GREWAL, MANDHIR S RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/18