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 10/16/20 EST. NO. 006 TIME 03:31 PM R.E. NAME: ZINK, PHIL 03-4F2504 --------------------------------------------------------------------------- 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 10/16/20 EST. NO. 006 TIME 03:31 PM R.E. NAME: ZINK, PHIL 03-4F2504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERF FAIL - DOCS 25% -36,415.25 001 MISSING CEM 4401 -10,000.00 004 RCVD CEM4401 10,000.00 005 PERF FAIL-DOCS 25% 36,415.25 006 36,415.25 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 004 RCVD CEM2402 10,000.00 005 0.00 0.00 LIQUIDATED DAMAGES 3 DAYS @ $4000/DAY -12,000.00 003 0.00 -12,000.00 TOTAL DEDUCTIONS 36,415.25 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 10/16/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F2504 TIME 03:31 PM ESTIMATE NO. 006 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/25/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 10/16/20 LOCATION FINAL ESTIMATE 03-PLA-80-R25.9/28.5 -------------- SAK CONSTRUCTION, LLC FROM 0.2 MILE WEST OF CROTHER ROAD 864 HOFF ROAD OC TO 0.1 MILE WEST OF WEIMAR OC O'FALLON MO 63366 FED. AID NO. B1IM- 080-4(204)E REHABILITATE CULVERTS WITH NEW ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 002 TRAFFIC CONTROL SYSTEM LS 164,000.0000 164,000.00 1.000 164,000 003 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,600.0000 7,600.00 1.000 7,600 004 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 005 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,800.0000 1,800.00 1.000 1,800 006 TEMPORARY CHECK DAM LF 5.3000 4,770.00 0.000 0 007 TEMPORARY CREEK DIVERSION SYSTEMS LS 6,000.0000 6,000.00 1.000 6,000 008 REMOVE TREE EA 1,700.0000 1,700.00 1.000 1,700 009 CLEARING AND GRUBBING (ACRE) ACRE 28,000.0000 25,200.00 0.900 25,200 010 IMPORTED BORROW (CY) CY 1,300.0000 1,300.00 1.000 1,300 011 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.1000 29,040.00 18,550.000 20,405 012 FIBER ROLLS LF 7.0000 14,000.00 810.000 5,670 013 HYDROSEED SQFT 0.1500 3,960.00 23,800.000 3,570 014 COMPOST (CY) CY 140.0000 26,600.00 123.000 17,220 015 HOT MIX ASPHALT (TYPE A) TON 2,900.0000 8,700.00 3.000 8,700 016 MINOR HOT MIX ASPHALT TON 790.0000 7,900.00 11.100 8,769 017 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 79.0000 6,794.00 86.000 6,794 018 PLACE HOT MIX ASPHALT SQYD 240.0000 8,640.00 36.000 8,640 (MISCELLANEOUS AREA) 019 REMOVE ASPHALT CONCRETE DIKE LF 110.0000 2,200.00 20.000 2,200 020 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 95.0000 2,660.00 28.000 2,660 021 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 6,650.00 0.000 0 022 12" CORRUGATED STEEL PIPE LF 240.0000 26,400.00 101.000 24,240 PROGRAM CAS145 PAGE 2 DATE 10/16/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F2504 TIME 03:31 PM ESTIMATE NO. 006 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/25/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 10/16/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 18" CORRUGATED STEEL PIPE (.064" THICK) LF 370.0000 1,480.00 4.000 1,480 024 24" CORRUGATED STEEL PIPE (.109" THICK) LF 570.0000 25,080.00 29.000 16,530 025 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 190.0000 3,420.00 18.000 3,420 (.079" THICK) 026 12" ENTRANCE TAPER EA 740.0000 740.00 1.000 740 027 12" DOWNDRAIN SLIP JOINT EA 370.0000 370.00 1.000 370 028 12" ANCHOR ASSEMBLY EA 1,900.0000 1,900.00 1.000 1,900 029 18" ALTERNATIVE FLARED END SECTION EA 760.0000 1,520.00 0.000 0 030 24" ALTERNATIVE FLARED END SECTION EA 1,200.0000 2,400.00 1.000 1,200 031 36" ALTERNATIVE FLARED END SECTION EA 950.0000 950.00 1.000 950 032 42" ALTERNATIVE FLARED END SECTION EA 1,900.0000 1,900.00 1.000 1,900 033 48" ALTERNATIVE FLARED END SECTION EA 2,100.0000 2,100.00 1.000 2,100 034 REMOVE CULVERT (LF) LF 61.0000 18,910.00 293.000 17,873 035 REMOVE DOWNDRAIN (EA) EA 2,300.0000 2,300.00 1.000 2,300 036 REMOVE INLET EA 930.0000 930.00 1.000 930 037 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,400.0000 2,800.00 2.000 2,800 038 REMOVE FLARED END SECTION (EA) EA 160.0000 1,280.00 6.000 960 039 CLEANING, INSPECTING, AND PREPARING LF 22.0000 64,460.00 2,653.500 58,377 CULVERT (LF) 040 18" CURED-IN-PLACE PIPELINER LF 225.0000 204,750.00 455.200 102,420.00 911.700 205,132 041 24" CURED-IN-PLACE PIPELINER LF 195.0000 169,650.00 362.000 70,590.00 862.000 168,090 042 30" CURED-IN-PLACE PIPELINER LF 270.0000 167,400.00 309.000 83,430.00 618.000 166,860 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 42" CURED-IN-PLACE PIPELINER LF 345.0000 117,300.00 169.000 58,305.00 338.000 116,610 045 48" CURED-IN-PLACE PIPELINER LF 660.0000 165,000.00 123.000 81,180.00 246.000 162,360 046 ROCK SLOPE PROTECTION CY 570.0000 67,260.00 118.000 67,260 (F) (LIGHT, METHOD B) (CY) 047 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.3000 1,113.00 210.000 1,113 048 MISCELLANEOUS IRON AND STEEL LB 4.0000 1,052.00 263.000 1,052 (F) 049 ROCK STAIN SQFT 2.4000 2,160.00 900.000 2,160 PROGRAM CAS145 PAGE 3 DATE 10/16/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F2504 TIME 03:31 PM ESTIMATE NO. 006 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/25/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 10/16/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RECONSTRUCT FENCE (TYPE WM AND BW) LF 47.0000 6,580.00 125.000 5,875 051 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 052 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 053 36" CORRUGATED STEEL PIPE (.168" THICK) LF 210.0000 33,600.00 149.000 31,290 PROGRAM CAS145 PAGE 4 DATE 10/16/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F2504 TIME 03:31 PM ESTIMATE NO. 006 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/25/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 10/16/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 395,925.00 1,374,500.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 84,328.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 395,925.00 1,458,829.44 054 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000 ORIGINAL CONTRACT AMOUNT 1,490,719.00 TOTAL WORK COMPLETED 395,925.00 1,508,829.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 36,415.25 -12,000.00 TOTAL 432,340.25 1,496,829.44 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 04/11/19 80 05/03/19 05/03/19 09/25/19 87 14 5 0 100% 100% ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/16/20