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 10/14/22 EST. NO. 006 TIME 01:10 PM 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 10/14/22 EST. NO. 006 TIME 01:10 PM 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 10/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 01:10 PM ESTIMATE NO. 006 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 09/06/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 10/14/22 LOCATION RERUN SEMI-FINAL 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 1.000 1,000 003 DEVELOP WATER SUPPLY LS 2,000.0000 2,000.00 1.000 2,000 004 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 1.000 13,000 005 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,000.0000 6,000.00 1.000 6,000 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 008 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 009 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 3.000 1,500 011 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 1.000 2,000 013 TEMPORARY COVER SQYD 2.5000 2,750.00 850.000 2,125.00 1,100.000 2,750 014 TEMPORARY CHECK DAM LF 10.0000 1,400.00 140.000 1,400.00 140.000 1,400 015 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 500.00 1.000 500 016 TEMPORARY FIBER ROLL LF 3.0000 9,330.00 2,910.000 8,730.00 3,110.000 9,330 017 TEMPORARY SILT FENCE LF 10.0000 600.00 60.000 600.00 60.000 600 018 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 019 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 020 TEMPORARY CREEK DIVERSION SYSTEMS LS 7,500.0000 7,500.00 1.000 7,500.00 1.000 7,500 021 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 022 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 2 DATE 10/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 01:10 PM ESTIMATE NO. 006 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 09/06/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 10/14/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,000 024 INVASIVE SPECIES CONTROL LS 12,000.0000 12,000.00 1.000 12,000 025 DUST CONTROL PLAN LS 1,500.0000 1,500.00 1.000 1,500 (NATURALLY OCCURRING ASBESTOS) 026 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 3,450.00 652.000 3,260 027 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 1.000 10,000 028 DITCH EXCAVATION CY 50.0000 4,700.00 90.500 4,525 029 IMPORTED BORROW (CY) CY 50.0000 7,500.00 186.000 9,300 030 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 4,950.00 4.000 2,200 031 FIBER REINFORCED MATRIX SQFT 0.5200 35,308.00 67,900.000 35,308 032 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 11,400.00 75.500 11,325 033 HOT MIX ASPHALT (TYPE A) TON 250.0000 12,000.00 59.520 14,880 034 PLACE HOT MIX ASPHALT SQYD 90.0000 13,500.00 169.500 15,255 (MISCELLANEOUS AREA) 035 STRUCTURAL CONCRETE, HEADWALL CY 3,000.0000 18,000.00 6.000 18,000 (F) 036 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,555.0000 41,985.00 26.120 40,616 (F) 037 MINOR CONCRETE (MINOR STRUCTURE) CY 950.0000 32,300.00 0.900 855 (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 233,951.00 785.200 248,240 CORRUGATED STEEL PIPE (.138" THICK) 040 30" POLYMERIC SHEET COATED LF 411.2500 26,320.00 63.300 26,032 CORRUGATED STEEL PIPE (.138" THICK) 041 18" POLYMERIC SHEET COATED LF 258.7000 119,002.00 413.600 106,998 CORRUGATED STEEL PIPE (.138" THICK) 042 18" CORRUGATED STEEL PIPE LF 139.0000 40,310.00 360.500 50,109 DOWNDRAIN (.138" THICK) 043 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 229.5500 55,092.00 232.000 53,255 (.138" THICK) 044 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 261.0000 9,657.00 36.800 9,604 (.138" THICK) 045 18" ANCHOR ASSEMBLY EA 500.0000 7,500.00 17.000 8,500 046 24" ANCHOR ASSEMBLY EA 540.0000 12,420.00 22.000 11,880 047 30" ANCHOR ASSEMBLY EA 525.0000 1,575.00 3.000 1,575 048 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 5,500.0000 5,500.00 1.000 5,500 049 24" TO 18" CORRUGATED STEEL EA 1,000.0000 1,000.00 1.000 1,000 ECCENTRIC REDUCER (.138" THICK) PROGRAM CAS145 PAGE 3 DATE 10/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 01:10 PM ESTIMATE NO. 006 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 09/06/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 10/14/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 4,400 052 24" STEEL FLARED END SECTION EA 420.0000 2,520.00 9.000 3,780 053 30" STEEL FLARED END SECTION EA 550.0000 550.00 1.000 550 054 ABANDON CULVERT (LF) LF 13.5000 11,070.00 976.290 13,179 055 ABANDON INLET EA 1,000.0000 1,000.00 1.000 1,000 056 REMOVE CULVERT (LF) LF 20.0000 15,800.00 802.600 16,052 057 REMOVE PIPE (EA) EA 1,000.0000 1,000.00 1.000 1,000 058 REMOVE DOWNDRAIN (EA) EA 1,133.0000 13,596.00 12.000 13,596 059 REMOVE INLET EA 1,200.0000 9,600.00 8.000 9,600 060 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 7.000 2,100 062 18" ALTERNATIVE PIPELINER LF 375.0000 35,250.00 0.000 0 063 21" ALTERNATIVE PIPELINER LF 375.0000 28,125.00 0.000 0 064 CLEANING, INSPECTING, AND PREPARING LF 85.0000 43,350.00 510.000 43,350 CULVERT (LF) 065 CULVERT CONTACT GROUTING CY 750.0000 7,500.00 10.000 7,500 066 SAND BACKFILL CY 150.0000 11,400.00 107.400 16,110 067 34" WELDED STEEL PIPELINER LF 705.0000 239,700.00 340.000 239,700 (.500" THICK) 068 STREAMBED MATERIAL ROCK SLOPE CY 122.0000 12,078.00 103.400 12,614 PROTECTION 069 FILTER-ROCK SLOPE PROTECTION CY 600.0000 11,400.00 19.700 11,820 070 ROCK SLOPE PROTECTION (1/4 T, CY 200.0000 9,000.00 44.800 8,960 CLASS V, METHOD A) (CY) 071 ROCK SLOPE PROTECTION (300 LB, CY 300.0000 6,000.00 19.900 5,970 CLASS IV, METHOD A) (CY) 072 ROCK SLOPE PROTECTION CY 400.0000 32,400.00 111.900 44,760 (60 LB, CLASS II, METHOD B) (CY) 073 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 1,260.00 175.800 1,230 074 MISCELLANEOUS IRON AND STEEL LB 2.5000 15,385.00 6,154.000 15,385 (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 1.000 5,000 PROGRAM CAS145 PAGE 4 DATE 10/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 01:10 PM ESTIMATE NO. 006 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 09/06/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 10/14/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 66.000 5,280 079 CABLE RAILING LF 220.0000 3,300.00 15.000 3,300 (F) 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 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 10/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5404 TIME 01:10 PM ESTIMATE NO. 006 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 09/06/22 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 10/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 20,355.00 1,742,842.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 94,931.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,355.00 1,837,774.13 083 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 2,007,334.00 TOTAL WORK COMPLETED 20,355.00 2,037,774.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 20,355.00 2,027,774.13 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 11/17/20 125 04/18/22 01/12/21 09/06/22 88 325 0 0 100% 100% MANDHIR GREWAL RESIDENT ENGINEER