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 07/26/18 EST. NO. 002 TIME 12:00 PM 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 0222 493.08 E.W. @ U.P (+) 061118 N RB0222 0223 575.26 061218 N RB0223 0224 657.44 061318 N RB0224 0225 616.35 061918 N RB0225 0226 534.17 062018 N RB0226 0227 575.26 062118 N RB0227 0228 328.72 062218 N RB0228 0229 657.44 062718 N RB0229 0230 916.34 070918 N RB0230 0231 864.56 071018 N RB0231 0232 968.12 071118 N RB0232 0233 761.00 071218 N RB0233 0234 761.00 071318 N RB0234 002 0002 2,323.06 E.W. @ F.A.(+) 071118 N RB0002 11,031.80 TOTAL THIS ESTIMATE 8,973.80 TOTAL PREVIOUS ESTIMATE 20,005.60 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 07/26/18 EST. NO. 002 TIME 12:00 PM 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 -1,962.15 -1,962.15 TOTAL DEDUCTIONS -1,962.15 -1,962.15 PROGRAM CAS145 PAGE 1 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 12:00 PM ESTIMATE NO. 002 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 07/20/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 07/26/18 LOCATION RERUN 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 0.100 200.00 0.600 1,200 002 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.100 500.00 0.400 2,000 003 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.250 12,500.00 0.350 17,500 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.250 2,500.00 0.350 3,500 005 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.250 2,500.00 0.350 3,500 006 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.250 1,250.00 0.750 3,750 PLAN 007 RAIN EVENT ACTION PLAN EA 500.0000 4,000.00 1.000 500.00 1.000 500 008 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 11,000.00 1.000 1,000.00 1.000 1,000 009 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.250 500.00 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 0.250 625.00 0.250 625 013 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 0.200 7,000.00 0.300 10,500 014 ROADWAY EXCAVATION CY 50.0000 11,500.00 0.000 0 015 DITCH EXCAVATION CY 50.0000 9,000.00 31.000 1,550.00 31.000 1,550 016 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.350 8,750.00 0.350 8,750 017 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 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 12:00 PM ESTIMATE NO. 002 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 07/20/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 025 HOT MIX ASPHALT (TYPE A) TON 567.5000 26,105.00 10.900 6,185.75 10.900 6,185 026 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 35.2500 6,345.00 18.000 634.50 18.000 634 027 PLACE HOT MIX ASPHALT SQYD 86.2500 18,975.00 31.400 2,708.25 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 5.410 3,527.32 5.410 3,527 (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 0.000 0 032 24" ALTERNATIVE PIPE CULVERT LF 520.0000 98,800.00 103.600 53,872.00 103.600 53,872 033 24" CORRUGATED STEEL PIPE (.138" THICK) LF 150.0000 2,100.00 14.000 2,100.00 14.000 2,100 034 17" X 13" CORRUGATED STEEL PIPE ARCH LF 482.0000 29,402.00 61.000 29,402.00 61.000 29,402 (.079" THICK) 035 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.5000 5,414.50 51.000 5,635.50 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 0.000 0 (.079" THICK) 040 DEBRIS RACK CAGE EA 2,348.5000 14,091.00 0.000 0 041 24" STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0 042 24" ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 1.000 800 043 36" ALTERNATIVE FLARED END SECTION EA 1,101.5000 11,015.00 0.000 0 044 17" X 13" STEEL FLARED END PIPE ARCH EA 500.0000 500.00 1.000 500.00 1.000 500 SECTION 045 36" PRECAST CONCRETE PIPE INLET LF 200.0000 1,400.00 1.000 200.00 1.000 200 046 ABANDON CULVERT (LF) LF 42.2500 45,207.50 104.700 4,423.58 104.700 4,423 047 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 0.000 0 048 REMOVE CULVERT (LF) LF 40.0000 10,000.00 102.500 4,100.00 102.500 4,100 049 REMOVE INLET EA 1,000.0000 1,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 12:00 PM ESTIMATE NO. 002 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 07/20/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.00 3.000 3,000 051 REMOVE HEADWALL EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 052 21" ALTERNATIVE PIPELINER LF 365.5000 51,170.00 0.000 0 053 24" ALTERNATIVE PIPELINER LF 328.0000 104,960.00 0.000 0 054 CLEANING, INSPECTING, AND PREPARING LF 63.2500 29,095.00 0.000 0 CULVERT (LF) 055 SAND BACKFILL CY 341.5000 44,395.00 7.000 2,390.50 7.000 2,390 056 SMALL-ROCK SLOPE PROTECTION CY 160.0000 2,880.00 0.700 112.00 0.700 112 057 ROCK SLOPE PROTECTION CY 150.0000 22,500.00 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 058 ROCK SLOPE PROTECTION CY 150.0000 22,500.00 8.900 1,335.00 8.900 1,335 (150 LB, CLASS III, METHOD B) (CY) 059 ROCK SLOPE PROTECTION CY 160.0000 10,400.00 8.000 1,280.00 8.000 1,280 (60 LB, CLASS II, METHOD B) (CY) 060 ROCK SLOPE PROTECTION CY 160.0000 5,920.00 8.000 1,280.00 8.000 1,280 (20 LB, CLASS I, METHOD B) (CY) 061 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.5000 1,040.00 43.300 281.45 43.300 281 062 MISCELLANEOUS IRON AND STEEL LB 1.7500 2,843.75 932.000 1,631.00 932.000 1,631 (F) 063 36" ALTERNATIVE TRENCHLESS CULVERT LF 723.7000 550,012.00 258.400 187,004.08 258.400 187,004 064 60" ALTERNATIVE TRENCHLESS CULVERT LF 1,352.2500 148,747.50 0.000 0 065 MARKER (CULVERT) EA 74.0000 2,294.00 0.000 0 066 RESET ROADSIDE SIGN EA 450.0000 1,350.00 0.000 0 067 CABLE RAILING LF 75.0000 4,125.00 0.000 0 (F) 068 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G2504 TIME 12:00 PM ESTIMATE NO. 002 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 07/20/18 R.E. NAME: GREWAL, MANDHIR S DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 352,777.93 368,277.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 11,031.80 20,005.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 363,809.73 388,283.53 069 MOBILIZATION LS 200,000.0000 200,000.00 0.950 190,000.00 0.950 190,000 ORIGINAL CONTRACT AMOUNT 1,979,345.75 TOTAL WORK COMPLETED 553,809.73 578,283.53 MATERIALS ON HAND ON SITE 117,997.35 117,997.35 DEDUCTIONS -1,962.15 -1,962.15 TOTAL 669,844.93 694,318.73 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 10/09/18 30 116 0 0 28% 35% PROGRESS IS SATISFACTORY GREWAL, MANDHIR S RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/18