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 06/22/22 EST. NO. 002 TIME 11:28 AM R.E. NAME: MANDHIR GREWAL 02-0H5404 --------------------------------------------------------------------------- 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 06/22/22 EST. NO. 002 TIME 11:28 AM R.E. NAME: MANDHIR GREWAL 02-0H5404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 4/22 LTR DEDUCT -1,000.00 001 PER 5/22 LTR DEDUCT -9,000.00 001 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 11:28 AM ESTIMATE NO. 002 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 06/22/22 LOCATION PROGRESS ESTIMATE 02-TRI-3-32.8/57.9 ----------------- R. BROWN CONSTRUCTION COMPANY, IN TRINITY COUNTY AT VARIOUS INC. LOCATIONS FROM 0.5 MILE SOUTH OF 18 CHINA CREEK RD TRINITIY RIVER BRIDGE TO 1.6 MILES WILLOW CREEK CA 95573 NORTH OF BOWERMAN RIDGE ROAD FED. AID NO. N O N E DRAINAGE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 TIME-RELATED OVERHEAD (LS) LS 1,000.0000 1,000.00 0.000 0 003 DEVELOP WATER SUPPLY LS 2,000.0000 2,000.00 0.150 300.00 0.270 540 004 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.150 1,950.00 0.270 3,510 005 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.150 30,000.00 0.270 54,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,000.0000 6,000.00 0.150 900.00 0.270 1,620 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.150 1,500.00 0.270 2,700 008 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.150 1,500.00 0.270 2,700 009 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 1,500.00 0.000 0 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 3,500.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 013 TEMPORARY COVER SQYD 2.5000 2,750.00 0.000 0 014 TEMPORARY CHECK DAM LF 10.0000 1,400.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 500.00 0.000 0 016 TEMPORARY FIBER ROLL LF 3.0000 9,330.00 0.000 0 017 TEMPORARY SILT FENCE LF 10.0000 600.00 0.000 0 018 STREET SWEEPING LS 10,000.0000 10,000.00 0.150 1,500.00 0.270 2,700 019 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.000 0 020 TEMPORARY CREEK DIVERSION SYSTEMS LS 7,500.0000 7,500.00 0.000 0 021 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0 022 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 25,000.0000 25,000.00 0.150 3,750.00 0.270 6,750 PROGRAM CAS145 PAGE 2 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 11:28 AM ESTIMATE NO. 002 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 0.000 0 024 INVASIVE SPECIES CONTROL LS 12,000.0000 12,000.00 0.000 0 025 DUST CONTROL PLAN LS 1,500.0000 1,500.00 0.000 0 (NATURALLY OCCURRING ASBESTOS) 026 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 3,450.00 296.000 1,480.00 469.000 2,345 027 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 0.000 0 028 DITCH EXCAVATION CY 50.0000 4,700.00 80.000 4,000.00 80.500 4,025 029 IMPORTED BORROW (CY) CY 50.0000 7,500.00 36.000 1,800 030 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 4,950.00 0.000 0 031 FIBER REINFORCED MATRIX SQFT 0.5200 35,308.00 0.000 0 032 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 11,400.00 55.500 8,325.00 67.000 10,050 033 HOT MIX ASPHALT (TYPE A) TON 250.0000 12,000.00 43.100 10,775.00 49.500 12,375 034 PLACE HOT MIX ASPHALT SQYD 90.0000 13,500.00 121.100 10,899.00 139.350 12,541 (MISCELLANEOUS AREA) 035 STRUCTURAL CONCRETE, HEADWALL CY 3,000.0000 18,000.00 6.000 18,000.00 6.000 18,000 (F) 036 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,555.0000 41,985.00 17.620 27,399.10 22.510 35,003 (F) 037 MINOR CONCRETE (MINOR STRUCTURE) CY 950.0000 32,300.00 0.000 0 (F) 038 12" POLYMERIC SHEET COATED LF 120.0000 2,520.00 21.000 2,520 CORRUGATED STEEL PIPE (.109" THICK) 039 24" POLYMERIC SHEET COATED LF 316.1500 233,951.00 333.700 105,499.26 575.400 181,912 CORRUGATED STEEL PIPE (.138" THICK) 040 30" POLYMERIC SHEET COATED LF 411.2500 26,320.00 0.000 0 CORRUGATED STEEL PIPE (.138" THICK) 041 18" POLYMERIC SHEET COATED LF 258.7000 119,002.00 294.600 76,213.02 344.100 89,018 CORRUGATED STEEL PIPE (.138" THICK) 042 18" CORRUGATED STEEL PIPE LF 139.0000 40,310.00 97.000 13,483.00 97.000 13,483 DOWNDRAIN (.138" THICK) 043 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 229.5500 55,092.00 24.000 5,509.20 184.300 42,306 (.138" THICK) 044 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 261.0000 9,657.00 0.000 0 (.138" THICK) 045 18" ANCHOR ASSEMBLY EA 500.0000 7,500.00 2.000 1,000.00 2.000 1,000 046 24" ANCHOR ASSEMBLY EA 540.0000 12,420.00 3.000 1,620.00 17.000 9,180 047 30" ANCHOR ASSEMBLY EA 525.0000 1,575.00 0.000 0 048 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 5,500.0000 5,500.00 0.000 0 049 24" TO 18" CORRUGATED STEEL EA 1,000.0000 1,000.00 0.000 0 ECCENTRIC REDUCER (.138" THICK) PROGRAM CAS145 PAGE 3 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 11:28 AM ESTIMATE NO. 002 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" CORRUGATED STEEL PIPE TEE EA 780.0000 1,560.00 2.000 1,560 ENERGY DISSIPATOR (.138" THICK) 051 18" STEEL FLARED END SECTION EA 400.0000 4,400.00 9.000 3,600.00 9.000 3,600 052 24" STEEL FLARED END SECTION EA 420.0000 2,520.00 3.000 1,260.00 6.000 2,520 053 30" STEEL FLARED END SECTION EA 550.0000 550.00 0.000 0 054 ABANDON CULVERT (LF) LF 13.5000 11,070.00 500.790 6,760.67 675.390 9,117 055 ABANDON INLET EA 1,000.0000 1,000.00 0.000 0 056 REMOVE CULVERT (LF) LF 20.0000 15,800.00 414.000 8,280.00 586.000 11,720 057 REMOVE PIPE (EA) EA 1,000.0000 1,000.00 0.000 0 058 REMOVE DOWNDRAIN (EA) EA 1,133.0000 13,596.00 4.000 4,532.00 4.000 4,532 059 REMOVE INLET EA 1,200.0000 9,600.00 6.000 7,200.00 6.000 7,200 060 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400 061 REMOVE FLARED END SECTION (EA) EA 300.0000 1,500.00 4.000 1,200.00 4.000 1,200 062 18" ALTERNATIVE PIPELINER LF 375.0000 35,250.00 94.000 35,250 063 21" ALTERNATIVE PIPELINER LF 375.0000 28,125.00 0.000 0 064 CLEANING, INSPECTING, AND PREPARING LF 85.0000 43,350.00 332.500 28,262.50 425.700 36,184 CULVERT (LF) 065 CULVERT CONTACT GROUTING CY 750.0000 7,500.00 0.000 0 066 SAND BACKFILL CY 150.0000 11,400.00 55.000 8,250.00 78.600 11,790 067 34" WELDED STEEL PIPELINER LF 705.0000 239,700.00 332.500 234,412.50 332.500 234,412 (.500" THICK) 068 STREAMBED MATERIAL ROCK SLOPE CY 122.0000 12,078.00 46.100 5,624.20 46.100 5,624 PROTECTION 069 FILTER-ROCK SLOPE PROTECTION CY 600.0000 11,400.00 8.700 5,220.00 11.300 6,780 070 ROCK SLOPE PROTECTION (1/4 T, CY 200.0000 9,000.00 44.800 8,960.00 44.800 8,960 CLASS V, METHOD A) (CY) 071 ROCK SLOPE PROTECTION (300 LB, CY 300.0000 6,000.00 0.000 0 CLASS IV, METHOD A) (CY) 072 ROCK SLOPE PROTECTION CY 400.0000 32,400.00 48.400 19,360.00 57.400 22,960 (60 LB, CLASS II, METHOD B) (CY) 073 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 1,260.00 112.500 787.50 121.400 849 074 MISCELLANEOUS IRON AND STEEL LB 2.5000 15,385.00 4,257.000 10,642.50 5,442.000 13,605 (F) 075 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 076 STAIN GALVANIZED SURFACES (LS) LS 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 11:28 AM ESTIMATE NO. 002 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" TRENCHLESS WELDED STEEL PIPE LF 1,045.5000 230,010.00 220.300 230,323 (.625" THICK) 078 MARKER (CULVERT) EA 80.0000 4,160.00 0.000 0 079 CABLE RAILING LF 220.0000 3,300.00 0.000 0 (F) 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.150 375.00 0.270 675 SYSTEM ELEMENTS DURING CONSTRUCTION 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 CURE CONCRETE LS 2,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 11:28 AM ESTIMATE NO. 002 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 680,329.45 1,165,844.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 680,329.45 1,165,844.42 083 MOBILIZATION LS 200,000.0000 200,000.00 0.050 10,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 2,007,334.00 TOTAL WORK COMPLETED 690,329.45 1,365,844.42 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 690,329.45 1,355,844.42 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 11/17/20 125 04/18/22 01/12/21 10/27/22 34 325 0 0 67% 27% PROGRESS IS SATISFACTORY MANDHIR GREWAL RESIDENT ENGINEER