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 06/18/20 EST. NO. 008 TIME 09:07 AM R.E. NAME: WILIAMSON, JOHN 11-411344 --------------------------------------------------------------------------- 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 06/18/20 EST. NO. 008 TIME 09:07 AM R.E. NAME: WILIAMSON, JOHN 11-411344 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL NOV 19 CPR -5,000.00 003 DEL JAN 20 CPR -5,000.00 004 DEL FEB 20 CPR -5,000.00 005 RECD JAN 20 DEL 5,000.00 006 RECD NOV 19 DEL 5,000.00 006 DEL APRIL 20 CPR -10,000.00 007 RECD APR20 DEL 10,000.00 008 10,000.00 -5,000.00 TOTAL DEDUCTIONS 10,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-411344 TIME 09:07 AM ESTIMATE NO. 008 BID OPENING 06/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: WILIAMSON, JOHN DATE OF THIS ESTIMATE 06/18/20 LOCATION PROGRESS ESTIMATE 11-SD-8-12.0/13.0 ----------------- JAZZAR CONSTRUCTION GROUP, IN SAN DIEGO COUNTY AT VARIOUS INC. LOCATIONS. 192 TECHNOLOGY DR. STE.M IRVINE CA 92618 FED. AID NO. ACNH-X073(137)E ROADSIDE SAFETY IMPROVEMENTS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,735.0000 2,735.00 1.000 2,735 002 CONSTRUCTION AREA SIGNS LS 74,392.0000 74,392.00 0.700 52,074 003 TRAFFIC CONTROL SYSTEM LS 49,230.0000 49,230.00 0.011 541.53 1.000 49,230 004 PLASTIC TRAFFIC DRUMS EA 49.2300 3,987.63 81.000 3,987 005 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 1,039.3000 4,157.20 0.044 45.73 4.000 4,157 006 TEMPORARY RAILING (TYPE K) LF 32.8200 347,892.00 10,520.000 345,266 007 TEMPORARY CRASH CUSHION MODULE EA 224.2700 56,067.50 245.000 54,946 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 8,724.6500 52,347.90 6.000 52,347 SYSTEM 009 JOB SITE MANAGEMENT LS 13,784.4000 13,784.40 0.011 151.63 1.000 13,784 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,735.0000 2,735.00 0.250 683.75 1.000 2,735 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 8.000 4,000 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 382.9000 2,680.30 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 164.1000 4,102.50 25.000 4,102 015 TEMPORARY FIBER ROLL LF 2.5200 19,026.00 275.000 693.00 7,550.000 19,026 016 STREET SWEEPING LS 27,350.0000 27,350.00 0.011 300.85 1.000 27,350 017 TEMPORARY CONCRETE WASHOUT LS 2,735.0000 2,735.00 0.011 30.09 1.000 2,735 018 TREATED WOOD WASTE LB 0.2700 2,440.80 1,180.000 318 019 REMOVE CONCRETE (CY) CY 164.1000 14,112.60 30.000 4,923 020 CLEARING AND GRUBBING (LS) LS 43,760.0000 43,760.00 0.011 481.36 1.000 43,760 021 ROADWAY EXCAVATION CY 65.6400 40,040.40 65.000 4,266.60 661.000 43,388 022 ROADSIDE CLEARING LS 4,923.0000 4,923.00 1.000 4,923 PROGRAM CAS145 PAGE 2 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-411344 TIME 09:07 AM ESTIMATE NO. 008 BID OPENING 06/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: WILIAMSON, JOHN DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WEED GERMINATION SQYD 2.1900 5,037.00 0.000 0 024 SLOW-RELEASE FERTILIZER LB 2.1900 372.30 0.000 0 025 PLANT (GROUP H) EA 0.8300 19,521.60 0.000 0 (F) 026 MAINTAIN EXISTING PLANTED AREAS LS 5,470.0000 5,470.00 0.000 0 027 PLANT ESTABLISHMENT WORK LS 10,393.0000 10,393.00 0.000 0 028 CHECK AND TEST EXISTING IRRIGATION LS 8,752.0000 8,752.00 1.000 8,752 FACILITIES 029 REMOVE IRRIGATION FACILITY LS 10,786.8400 10,786.84 1.000 10,786 030 CONTROL AND NEUTRAL CONDUCTORS LS 35,751.9200 35,751.92 0.250 8,937.98 0.690 24,668 031 1" REMOTE CONTROL VALVE EA 711.1000 711.10 0.000 0 032 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 196.9200 27,568.80 140.000 27,568 (F) 033 CERTIFY EXISTING BACKFLOW PREVENTERS LS 4,376.0000 4,376.00 0.000 0 034 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 328.2000 1,312.80 1.000 328.20 1.000 328 035 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 328.2000 1,641.00 2.000 656.40 2.000 656 036 3" GATE VALVE EA 2,735.0000 8,205.00 2.000 5,470.00 2.000 5,470 037 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.5700 1,445.40 60.000 394.20 60.000 394 (F) LINE) 038 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 27.3500 547.00 0.000 0 (F) (SUPPLY LINE) 039 2" PLASTIC PIPE (CLASS 315) LF 16.4100 2,543.55 140.000 2,297.40 140.000 2,297 (F) (SUPPLY LINE) 040 3" PLASTIC PIPE (CLASS 315) LF 24.0700 35,142.20 200.000 4,814.00 1,400.000 33,698 (F) (SUPPLY LINE) 041 COMPOST (CY) CY 109.4000 10,940.00 0.000 0 042 INCORPORATE MATERIALS SQFT 0.2200 4,510.00 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 113.2100 29,434.60 105.590 11,953.84 105.590 11,953 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 41.6100 1,165.08 30.000 1,248.30 30.000 1,248 045 PLACE HOT MIX ASPHALT DIKE (TYPE E LF 5.6400 24,646.80 2,650.000 14,946.00 2,650.000 14,946 MODIFIED) 046 PLACE HOT MIX ASPHALT SQYD 58.1900 19,202.70 432.000 25,138.08 432.000 25,138 (MISCELLANEOUS AREA) 047 REMOVE ASPHALT CONCRETE DIKE LF 32.8200 147,033.60 2,837.000 93,110 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,470.0000 11,487.00 2.070 11,322 (F) 049 MINOR CONCRETE (MINOR STRUCTURE) CY 1,094.0000 9,955.40 9.030 9,878 (F) PROGRAM CAS145 PAGE 3 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-411344 TIME 09:07 AM ESTIMATE NO. 008 BID OPENING 06/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: WILIAMSON, JOHN DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" SLOTTED CORRUGATED STEEL PIPE LF 218.8000 10,940.00 50.000 10,940.00 50.000 10,940 (.064" THICK) 051 4" PERFORATED PLASTIC PIPE UNDERDRAIN LF 32.8200 2,822.52 80.000 2,625 052 MODIFY INLET EA 1,641.0000 3,282.00 -2.000 -3,282.00 0.000 0 053 CONCRETE (DITCH LINING) CY 10,940.0000 3,282.00 0.300 3,282 054 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 9.8500 528,945.00 45,204.000 445,259 CONCRETE) 055 MISCELLANEOUS IRON AND STEEL LB 10.9400 10,699.32 326.000 3,566 (F) 056 GUARD RAILING DELINEATOR EA 37.3300 186.65 5.000 186.65 5.000 186 057 REMOVE ROADSIDE SIGN EA 218.8000 3,282.00 15.000 3,282.00 15.000 3,282 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1600 2,566.80 230.000 2,566.80 230.000 2,566 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.3600 1,390.60 85.000 1,390.60 85.000 1,390 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 060 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.3800 1,401.60 320.000 1,401.60 320.000 1,401 061 ROADSIDE SIGN - ONE POST EA 432.1300 5,617.69 13.000 5,617.69 13.000 5,617 062 ROADSIDE SIGN - TWO POST EA 984.6000 1,969.20 2.000 1,969.20 2.000 1,969 063 SIGN POST SUPPORT SYSTEM EA 1,914.5000 32,546.50 13.000 24,888.50 13.000 24,888 064 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 43.0300 9,466.60 20.000 860.60 220.000 9,466 065 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,028.3600 1,028.36 1.000 1,028 066 SEVERE-DUTY CRASH CUSHION EA 44,778.0000 44,778.00 1.000 44,778.00 1.000 44,778 067 CONCRETE BARRIER (TYPE 60MS MODIFIED) LF 381.2300 53,372.20 135.000 51,466 068 CONCRETE BARRIER TRANSITION LF 381.2300 7,624.60 20.000 7,624 (F) 069 REMOVE GUARDRAIL LF 14.2300 5,407.40 380.000 5,407 070 SUBSURFACE LOCATOR LS 16,410.0000 16,410.00 0.300 4,923.00 0.800 13,128 071 MODIFYING EXISTING ELECTRICAL SYSTEM LS 21,880.0000 21,880.00 0.049 1,072.12 0.665 14,550 PROGRAM CAS145 PAGE 4 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-411344 TIME 09:07 AM ESTIMATE NO. 008 BID OPENING 06/18/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: WILIAMSON, JOHN DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 183,973.70 1,672,434.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 58,956.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 183,973.70 1,731,391.77 072 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 2,189,350.96 TOTAL WORK COMPLETED 183,973.70 1,931,391.77 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -5,000.00 TOTAL 193,973.70 1,926,391.77 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 08/28/19 90 10/22/19 10/22/19 12/21/20 89 75 0 0 84% 99% PROGRESS IS SATISFACTORY WILIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/20