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 10/25/16 EST. NO. 004 TIME 02:38 PM R.E. NAME: WILLIAMSON, JOHN 11-409604 --------------------------------------------------------------------------- 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 10/25/16 EST. NO. 004 TIME 02:38 PM R.E. NAME: WILLIAMSON, JOHN 11-409604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY O/S FHWA 1391 -10,000.00 002 RECD O/S FHWA-1391 10,000.00 004 10,000.00 0.00 LABOR COMPLIANCE VIOLATION DEL JULY 16 CPR -5,000.00 002 DEL AUG 16 CPR -5,000.00 003 PRTL AUG 16 DEL 4,000.00 004 PRTL JUL 16 DEL 2,000.00 004 6,000.00 -4,000.00 TOTAL DEDUCTIONS 16,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-409604 TIME 02:38 PM ESTIMATE NO. 004 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 10/25/16 LOCATION PROGRESS ESTIMATE 11-SD-54-0.0/13.0 ----------------- WESTERN RIM CONSTRUCTORS, IN SAN DIEGO COUNTY AT VARIOUS INC. LOCATION. 621 S ANDREASEN DRIVE STE B ESCONDIDO CA 92029 FED. AID NO. NHP-X073(117)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 2,224.2700 2,224.27 1.000 2,224 002 CONSTRUCTION AREA SIGNS LS 16,793.2600 16,793.26 0.080 1,343.46 0.684 11,486 003 TRAFFIC CONTROL SYSTEM LS 100,046.1300 100,046.13 0.200 20,009.23 0.710 71,032 004 TRAFFIC PLASTIC DRUM EA 38.9200 7,394.80 186.000 7,239 005 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,224.2700 11,121.35 1.000 2,224.27 3.550 7,896 006 TEMPORARY RAILING (TYPE K) LF 16.4200 90,966.80 5,520.000 90,638 007 TEMPORARY CRASH CUSHION MODULE EA 194.6200 21,408.20 105.000 20,435 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,670.9700 37,367.76 8.000 37,367 009 JOB SITE MANAGEMENT LS 11,899.8600 11,899.86 0.200 2,379.97 0.710 8,448 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,168.6700 2,168.67 0.080 173.49 0.784 1,700 PLAN 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 012 TEMPORARY DRAINAGE INLET PROTECTION EA 556.0700 3,892.49 7.000 3,892 013 STREET SWEEPING LS 5,560.6800 5,560.68 0.200 1,112.14 0.710 3,948 014 TEMPORARY CONCRETE WASHOUT LS 6,672.8200 6,672.82 0.200 1,334.56 0.710 4,737 015 TREATED WOOD WASTE LB 1.1100 1,243.20 0.000 0 016 ABANDON CULVERT (EA) EA 2,780.3400 8,341.02 3.000 8,341 017 REMOVE FLARED END SECTION EA 1,112.1400 3,336.42 3.000 3,336 018 REMOVE IRRIGATION FACILITY LS 5,560.6800 5,560.68 1.000 5,560 019 REMOVE ROADSIDE SIGN EA 83.4100 667.28 8.000 667.28 8.000 667 020 REMOVE ASPHALT CONCRETE DIKE LF 5.5600 1,501.20 0.000 0 021 REMOVE DELINEATOR EA 11.1200 100.08 9.000 100 022 REMOVE CONCRETE (CY) CY 262.7700 2,364.93 8.400 2,207 PROGRAM CAS145 PAGE 2 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-409604 TIME 02:38 PM ESTIMATE NO. 004 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CAP INLET EA 3,129.4700 6,258.94 2.000 6,258 024 SAND BACKFILL CY 98.4500 2,461.25 24.960 2,457 025 CLEARING AND GRUBBING (LS) LS 25,666.6600 25,666.66 0.900 23,099 026 ROADWAY EXCAVATION CY 67.3900 37,064.50 489.000 32,953 027 ROADSIDE CLEARING LS 30,116.3600 30,116.36 0.900 27,104 028 IRON SULFATE (LB) LB 1.6700 21.71 0.000 0 029 SLOW-RELEASE FERTILIZER LB 0.5600 6.16 0.000 0 030 PLANT (GROUP H) EA 0.5600 840.00 0.000 0 (F) 031 MAINTAIN EXISTING PLANTED AREAS LS 5,560.6800 5,560.68 0.089 494.90 0.316 1,757 032 PLANT ESTABLISHMENT WORK LS 11,121.3600 11,121.36 0.188 2,090.82 0.298 3,314 033 WOOD MULCH CY 33.3600 50,707.20 40.000 1,334.40 1,080.000 36,028 034 CHECK AND TEST EXISTING IRRIGATION LS 1,668.2000 1,668.20 1.000 1,668 FACILITIES 035 OPERATE EXISTING IRRIGATION FACILITIES LS 5,560.6800 5,560.68 0.089 494.90 0.316 1,757 036 CONTROL AND NEUTRAL CONDUCTORS LS 8,341.0200 8,341.02 1.000 8,341 037 1" REMOTE CONTROL VALVE EA 500.4600 5,505.06 11.000 5,505 038 1 1/2" REMOTE CONTROL VALVE EA 556.0700 3,892.49 7.000 3,892 039 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 50.0500 4,754.75 95.000 4,754 040 2" GATE VALVE EA 500.4600 1,501.38 1.000 500.46 4.000 2,001 041 3" GATE VALVE EA 889.7100 889.71 1.000 889 042 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0600 7,864.20 2,570.000 7,864 (F) LINE) 043 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.3400 1,870.40 560.000 1,870 (F) (SUPPLY LINE) 044 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.6100 2,815.80 780.000 2,815 (F) (SUPPLY LINE) 045 2" PLASTIC PIPE (SCHEDULE 40) LF 3.8900 3,287.05 845.000 3,287 (F) (SUPPLY LINE) 046 3" PLASTIC PIPE (CLASS 315) LF 8.9000 11,489.90 1,291.000 11,489 (F) (SUPPLY LINE) 047 CLASS 2 AGGREGATE BASE (CY) CY 52.9400 39,705.00 300.000 15,882.00 300.000 15,882 048 HOT MIX ASPHALT (TYPE A) TON 114.8200 99,893.40 0.000 0 049 MINOR HOT MIX ASPHALT TON 557.0200 3,899.14 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-409604 TIME 02:38 PM ESTIMATE NO. 004 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 21.4500 5,791.50 0.000 0 051 ROADSIDE SIGN - ONE POST EA 294.7200 2,357.76 8.000 2,357.76 8.000 2,357 052 SIGN POST SUPPORT SYSTEM EA 4,226.1200 33,808.96 8.000 33,808.96 8.000 33,808 053 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5700 186.84 12.000 186.84 12.000 186 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.4000 1,640.00 100.000 1,640.00 100.000 1,640 (0.080"-UNFRAMED FOR RETROREFLECTIVE SHEETING (TYPE XI) 055 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.8400 700.80 112.000 654.08 0.000 0 056 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 11.6900 397,460.00 33,918.410 396,506 CONCRETE) 057 6' CHAIN LINK GATE (TYPE CL-6) EA 3,113.9800 9,341.94 3.000 9,341.94 3.000 9,341 058 DELINEATOR (CLASS 1) EA 50.0500 450.45 0.000 0 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,112.1400 1,112.14 0.200 222.43 0.710 789 SYSTEM ELEMENTS DURING CONSTRUCTION 060 MODIFY TRAFFIC MONITORING STATION LS 63,391.7700 63,391.77 0.266 16,862.21 0.539 34,168 (COUNT) 061 MODIFY SIGNAL LS 7,006.4600 7,006.46 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-409604 TIME 02:38 PM ESTIMATE NO. 004 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 115,116.10 975,708.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 115,116.10 975,708.28 062 MOBILIZATION LS 134,171.0800 134,171.08 1.000 134,171 ORIGINAL CONTRACT AMOUNT 1,374,814.60 TOTAL WORK COMPLETED 115,116.10 1,109,879.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 16,000.00 -4,000.00 TOTAL 131,116.10 1,105,879.36 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 05/06/16 225 06/30/16 06/30/16 06/07/17 71 7 0 0 77% 32% PROGRESS IS SATISFACTORY WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/16