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 03/02/17 EST. NO. 008 TIME 03:46 PM R.E. NAME: LEVINE, GARY 11-414704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0027 3,398.34 E.W. @ F.A.(+) 121316 N 027 0 0028 3,125.71 121416 N 028 0 0029 3,523.89 121916 N 029 0 0030 3,000.61 122016 N 030 0 0031 1,633.69 010417 N 031 0 0032 3,451.67 122716 N 032 0 0033 3,014.30 010417 N 033 0 21,148.21 TOTAL THIS ESTIMATE 127,774.34 TOTAL PREVIOUS ESTIMATE 148,922.55 TOTAL TO DATE 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 03/02/17 EST. NO. 008 TIME 03:46 PM R.E. NAME: LEVINE, GARY 11-414704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL JUNE 16 CPR -1,000.00 001 DEL JULY 16 CPR -1,000.00 002 RECD JUNE 16 DEL 1,000.00 002 DEL AUG 16 CPR -1,000.00 003 DEL OCT 16 CPR -10,000.00 005 RECD OCT 16 DEL 10,000.00 006 DEL NOV 16 CPR -1,000.00 006 RECD AUG 16 DEL 1,000.00 007 RECD JUL 16 DEL 1,000.00 007 RECD NOV 16 DEL 1,000.00 007 0.00 0.00 OTHER OUTSTANDING DOCUMENTS O/S 2402/2403 -10,000.00 007 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 03/02/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414704 TIME 03:46 PM ESTIMATE NO. 008 BID OPENING 02/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/17 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 03/02/17 LOCATION SEMI-FINAL ESTIMATE 11-SD-67-9.3/11.2 ------------------- HAZARD CONSTRUCTION COMPANY IN SAN DIEGO COUNTY NEAR POWAY FROM 6465 MARINDUSTRY DR. SLAUGHTERHOUSE CANYON ROAD TO 1.9 SAN DIEGO CA 92121 MILES NORTH OF SLAUGHTERHOUSE CANYON ROAD FED. AID NO. HSNH-PG ( ) ,P067-074 (E ) DRAINAGE IMPROVEMENTS AND HIGH ------------------------------------------------------------------------------------------------------------------------------------ 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 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 1.000 12,500 003 TRAFFIC CONTROL SYSTEM LS 321,500.0000 321,500.00 1.000 321,500 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 700.00 138.000 690 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 17,480.00 21,870.000 8,748 006 TRAFFIC PLASTIC DRUM EA 40.0000 2,360.00 54.000 2,160 007 TEMPORARY PAVEMENT MARKER EA 4.0000 8,560.00 1,062.000 4,248 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,000.0000 16,000.00 4.000 16,000 009 TEMPORARY RAILING (TYPE K) LF 20.0000 48,000.00 2,960.000 59,200 010 TEMPORARY ALTERNATIVE IN-LINE CRASH EA 2,000.0000 18,000.00 8.000 16,000 CUSHION 011 TEMPORARY ARMORGUARD GATE EA 2,500.0000 32,500.00 13.000 32,500 012 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,000.0000 2,000.00 1.000 2,000 014 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 6,600.00 44.000 6,600 015 TEMPORARY FIBER ROLL LF 2.0000 10,140.00 5,000.000 10,000 016 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 0.000 0 017 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000 018 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 019 TREATED WOOD WASTE LB 0.2000 9,780.00 38,013.000 7,602 020 REMOVE GUARDRAIL LF 5.0000 21,350.00 4,350.000 21,750 021 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 35,800.00 57,214.000 28,607 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,246.00 5,410.000 3,246 PROGRAM CAS145 PAGE 2 DATE 03/02/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414704 TIME 03:46 PM ESTIMATE NO. 008 BID OPENING 02/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/17 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 03/02/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 495.00 258.000 387 024 REMOVE ROADSIDE SIGN EA 100.0000 700.00 7.000 700 025 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,400.00 1,165.000 5,825 026 REMOVE PIPE (LF) LF 300.0000 36,000.00 120.000 36,000 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 22,700.00 2,373.670 23,736 028 CLEARING AND GRUBBING (LS) LS 1,000.0000 1,000.00 1.000 1,000 029 EROSION CONTROL (DRY SEED) (SQFT) SQFT 25.0000 3,500.00 140.000 3,500 030 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.3000 1,242.00 0.000 0 (SQFT) 031 COMPOST SOCK LF 50.0000 2,500.00 50.000 2,500 032 BASE BOND BREAKER SQYD 150.0000 1,500.00 6.478 971 033 HIGH FRICTION SURFACE TREATMENT SQYD 20.0000 1,068,000.00 53,400.000 1,068,000 034 ASPHALTIC EMULSION (FOG SEAL COAT) TON 500.0000 3,000.00 12.520 6,260 035 HOT MIX ASPHALT (TYPE A) TON 250.0000 80,000.00 333.110 83,277 036 MINOR HOT MIX ASPHALT TON 200.0000 6,600.00 35.328 7,065 037 SHOULDER RUMBLE STRIP STA 20.0000 6,400.00 319.200 6,384 (HMA,GROUND-IN INDENTATIONS) 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.0000 2,600.00 600.000 3,000 039 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 1,750.00 358.000 1,790 040 TACK COAT TON 500.0000 350.00 0.450 225 041 MINOR CONCRETE (MINOR STRUCTURE) CY 3,000.0000 87,000.00 33.250 99,750 (F) 042 BAR REINFORCING STEEL (EPOXY COATED) LB 25.0000 2,025.00 81.000 2,025 (F) 043 ROADSIDE SIGN - ONE POST EA 380.0000 2,280.00 6.000 2,280 044 ROADSIDE SIGN - TWO POST EA 420.0000 420.00 1.000 420 045 INSTALL ROADSIDE SIGN PANEL ON EA 195.0000 5,265.00 27.000 5,265 EXISTING POST 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,200.00 208.220 4,164 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE X1) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 5,720.00 256.000 5,632 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE X1) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 828.00 36.000 828 (0.063"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE X1) PROGRAM CAS145 PAGE 3 DATE 03/02/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414704 TIME 03:46 PM ESTIMATE NO. 008 BID OPENING 02/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/17 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 03/02/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 3,500.00 135.000 3,375 (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE X1) 050 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 20.0000 12,800.00 635.220 12,704 051 CONCRETE BACKFILL (PIPE TRENCH) CY 400.0000 31,200.00 82.340 32,936 (F) 052 18" BITUMINOUS COATED CORRUGATED STEEL LF 120.0000 33,600.00 273.250 32,790 PIPE (.064" THICK) 053 36" BITUMINOUS COATED CORRUGATED STEEL LF 600.0000 2,400.00 4.000 2,400 PIPE (.064" THICK) 054 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 190.0000 3,800.00 20.000 3,800 STEEL PIPE (.064" THICK) 055 GRATED LINE DRAIN LF 400.0000 5,600.00 14.000 5,600 056 MISCELLANEOUS IRON AND STEEL LB 1.0000 6,184.00 6,184.000 6,184 (F) 057 GUARD RAILING DELINEATOR EA 26.0000 4,940.00 199.000 5,174 058 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 22.0000 91,300.00 4,552.000 100,144 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 060 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 4,725.00 7.000 4,725 061 TERMINAL SYSTEM(TYPE X-TENSION)IN LINE EA 5,150.0000 20,600.00 4.000 20,600 062 TERMINAL SYSTEM(TYPE X-TENSION)FLARED EA 5,250.0000 15,750.00 3.000 15,750 063 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 1,155.00 325.000 1,137 (ENHANCED WET NIGHT VISIBILITY) 064 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 4,000.00 19,885.000 3,977 065 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 12,030.00 39,770.000 11,931 (ENHANCED WET NIGHT VISIBILITY) 066 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 7,920.00 20,165.000 8,066 (ENHANCED WET NIGHT VISIBILITY) 067 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 720.00 483.000 724 (ENHANCED WET NIGHT VISIBILITY) 068 6"THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 9,045.00 20,273.000 9,122 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 069 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 4,755.00 2,859.000 4,288 070 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,420.00 1,228.000 3,684 071 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 072 MID WEST GUARDRAIL SYSTEM LF 45.0000 14,400.00 368.800 16,596 (8'STEEL POST) PROGRAM CAS145 PAGE 4 DATE 03/02/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414704 TIME 03:46 PM ESTIMATE NO. 008 BID OPENING 02/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/10/17 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 03/02/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,307,048.25 ADJUSTMENT OF COMPENSATION 0.00 30,855.00 EXTRA WORK 21,148.21 118,067.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 21,148.21 2,455,970.80 073 MOBILIZATION LS 250,000.0000 250,000.00 1.000 250,000 ORIGINAL CONTRACT AMOUNT 2,539,835.00 TOTAL WORK COMPLETED 21,148.21 2,705,970.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 21,148.21 2,695,970.80 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 03/22/16 100 05/16/16 05/16/16 01/10/17 100 63 0 0 100% 100% LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 DATE 03/02/17