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 04/25/17 EST. NO. 004 TIME 08:28 AM R.E. NAME: WILLIAMSON, JOHN 11-295204 --------------------------------------------------------------------------- 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 04/25/17 EST. NO. 004 TIME 08:28 AM R.E. NAME: WILLIAMSON, JOHN 11-295204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL DEC 16 CPR -2,000.00 001 DEL JAN 17 CPR -3,000.00 002 DEL FEB 17 CPR -2,000.00 003 RECD JAN 17 DEL 3,000.00 003 RECD NOV 16 DEL 2,000.00 003 DEL MAR 17 CPR -2,000.00 004 RECD FEB 17 DEL 2,000.00 004 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 04/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-295204 TIME 08:28 AM ESTIMATE NO. 004 BID OPENING 08/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 04/25/17 LOCATION PROGRESS ESTIMATE 11-SD-94-59.6/60.2 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO COUNTY NEAR MANZANITA 5860 EL CAMINO REAL FROM CHURCH ROAD TO 0.1 MILE WEST CARLSBAD CA 92008 OF KUMEYAAY ROAD. FED. AID NO. HSST-BGP0-9(406) 2E CURVE REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,124.6700 3,124.67 0.250 781 002 CONSTRUCTION AREA SIGNS LS 6,875.0000 6,875.00 0.017 116.88 0.473 3,251 003 TRAFFIC CONTROL SYSTEM LS 322,073.4900 322,073.49 0.083 26,732.10 0.371 119,489 004 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7500 18,075.00 19,662.000 14,746.50 19,662.000 14,746 005 CHANNELIZER (SURFACE MOUNTED) EA 56.2400 1,968.40 24.000 1,349.76 24.000 1,349 006 TEMPORARY PAVEMENT MARKER EA 6.2500 3,625.00 480.000 3,000.00 480.000 3,000 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,760.0800 30,080.64 0.667 2,507.97 2.967 11,156 008 TEMPORARY RAILING (TYPE K) LF 15.8900 160,489.00 1,920.000 30,508.80 1,920.000 30,508 009 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,352.5400 43,583.02 2.000 6,705.08 2.000 6,705 010 JOB SITE MANAGEMENT LS 17,270.9700 17,270.97 0.288 4,974 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,250.0000 2,250.00 0.750 1,687 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 15,500.00 2.000 1,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 395.0000 3,950.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.3500 3,745.00 0.000 0 017 TEMPORARY CHECK DAM LF 14.7400 8,401.80 30.000 442.20 60.000 884 018 TEMPORARY DRAINAGE INLET PROTECTION EA 479.2100 3,833.68 3.000 1,437 019 TEMPORARY FIBER ROLL LF 6.2800 30,646.40 240.000 1,507.20 3,744.000 23,512 020 TEMPORARY SILT FENCE LF 6.8900 8,061.30 3,424.000 23,591 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,142.4300 12,854.58 2.000 4,284 022 STREET SWEEPING LS 74,316.8300 74,316.83 0.083 6,168.30 0.371 27,571 PROGRAM CAS145 PAGE 2 DATE 04/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-295204 TIME 08:28 AM ESTIMATE NO. 004 BID OPENING 08/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 04/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 1,474.5400 1,474.54 0.000 0 024 TREATED WOOD WASTE LB 0.5100 7,242.00 0.000 0 025 ABANDON CULVERT (EA) EA 1,072.7900 1,072.79 0.000 0 026 REMOVE FENCE LF 2.3000 7,452.00 3,914.000 9,002 027 REMOVE MILEPOST MARKER EA 50.0000 50.00 0.000 0 028 REMOVE PAINTED TRAFFIC STRIPE LF 1.2500 4,312.50 5,512.000 6,890.00 5,512.000 6,890 029 REMOVE ROADSIDE SIGN EA 70.0000 420.00 0.000 0 030 REMOVE CULVERT (LF) LF 46.2100 2,449.13 63.000 2,911.23 63.000 2,911 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0100 8,289.20 0.000 0 032 CLEARING AND GRUBBING (LS) LS 33,896.9800 33,896.98 1.000 33,896 033 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.500 7,500 034 ROADWAY EXCAVATION CY 30.0000 588,000.00 11,912.570 357,377 035 ROCK EXCAVATION (CONTROLLED BLASTING) CY 275.0000 82,500.00 375.000 103,125 036 ROADSIDE CLEARING LS 3,000.0000 3,000.00 0.000 0 037 WEED GERMINATION SQYD 1.2000 12,360.00 0.000 0 038 IRON SULFATE (LB) LB 0.8000 32.00 0.000 0 039 PACKET FERTILIZER EA 0.8000 128.00 0.000 0 040 PLANT (GROUP M) EA 11.0000 1,760.00 0.000 0 041 PLANT ESTABLISHMENT WORK LS 43,000.0000 43,000.00 0.000 0 042 WOOD MULCH CY 117.0000 585.00 0.000 0 043 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 65.5000 3,668.00 0.000 0 044 RISER SPRINKLER ASSEMBLY EA 58.0000 2,494.00 0.000 0 045 TRUCK WATERING LS 85,700.0000 85,700.00 0.000 0 046 CAM COUPLER ASSEMBLY EA 965.0000 965.00 0.000 0 047 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 11,400.00 0.000 0 (F) LINE) 048 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.6000 11,096.00 0.000 0 (F) (SUPPLY LINE) 049 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.7000 8,739.50 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 04/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-295204 TIME 08:28 AM ESTIMATE NO. 004 BID OPENING 08/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 04/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 15,120.00 0.000 0 (F) (SUPPLY LINE) 051 3" PLASTIC PIPE (CLASS 315) LF 11.0000 330.00 0.000 0 (F) (SUPPLY LINE) 052 BALL VALVE EA 805.0000 5,635.00 0.000 0 053 DUFF ACRE 17,554.2071 24,575.89 0.000 0 054 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2300 1,127.00 0.000 0 055 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1600 19,360.00 0.000 0 (SQFT) 056 COMPOST SOCK LF 6.8200 30,144.40 0.000 0 057 COMPOST SQFT 0.3300 32,010.00 0.000 0 058 INCORPORATE MATERIALS SQFT 0.1400 13,580.00 0.000 0 059 CLASS 2 AGGREGATE BASE (CY) CY 88.4300 188,355.90 0.000 0 060 HIGH FRICTION SURFACE TREATMENT SQYD 30.7500 178,965.00 0.000 0 061 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,403.3250 1,922.66 0.000 0 062 HOT MIX ASPHALT (TYPE A) TON 139.4600 532,737.20 1,211.760 168,992.05 1,211.760 168,992 063 MINOR HOT MIX ASPHALT TON 256.5700 2,822.27 0.000 0 064 CENTERLINE RUMBLE STRIP STA 159.6300 3,511.86 0.000 0 (HMA,GROUND-IN INDENTATIONS) 065 SHOULDER RUMBLE STRIP STA 167.4600 7,368.24 0.000 0 (HMA,GROUND-IN INDENTATIONS) 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.2100 4,390.30 0.000 0 067 TACK COAT TON 1,538.1300 6,152.52 0.000 0 068 MINOR CONCRETE (MINOR STRUCTURE) CY 4,572.4900 100,594.78 0.000 0 (F) 069 ROADSIDE SIGN - ONE POST EA 245.0000 3,185.00 0.000 0 070 INSTALL ROADSIDE SIGN PANEL ON EA 152.0000 152.00 0.000 0 EXISTING POST 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1500 1,129.95 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 465.00 0.000 0 073 18" REINFORCED CONCRETE PIPE LF 219.9500 7,038.40 0.000 0 074 24" REINFORCED CONCRETE PIPE LF 243.5300 65,753.10 197.700 48,145.88 197.700 48,145 075 30" REINFORCED CONCRETE PIPE LF 273.7300 14,233.96 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-295204 TIME 08:28 AM ESTIMATE NO. 004 BID OPENING 08/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 04/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 24" CONCRETE FLARED END SECTION EA 2,360.5400 7,081.62 0.000 0 077 30" CONCRETE FLARED END SECTION EA 2,589.6200 2,589.62 0.000 0 078 ROCK SLOPE PROTECTION CY 291.0600 7,858.62 0.000 0 (F) (LIGHT, METHOD B) (CY) 079 CONCRETE (DITCH LINING) CY 491.8400 83,612.80 0.000 0 080 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.3600 76.16 0.000 0 081 MISCELLANEOUS IRON AND STEEL LB 1.9100 9,888.07 0.000 0 (F) 082 FENCE (TYPE BW, METAL POST) LF 6.8700 43,968.00 0.000 0 083 MILEPOST MARKER EA 50.0000 50.00 0.000 0 084 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2500 617.50 0.000 0 085 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 1,852.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 086 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6200 7,857.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 087 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.5000 1,650.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-295204 TIME 08:28 AM ESTIMATE NO. 004 BID OPENING 08/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 04/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 320,723.95 1,017,772.70 ADJUSTMENT OF COMPENSATION 0.00 511,875.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 320,723.95 1,529,647.70 088 MOBILIZATION LS 349,619.3000 349,619.30 0.950 332,138 ORIGINAL CONTRACT AMOUNT 3,496,193.04 TOTAL WORK COMPLETED 320,723.95 1,861,786.04 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 320,723.95 1,859,786.04 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 09/28/16 490 11/28/16 11/28/16 11/29/18 89 11 0 0 47% 18% PROGRESS IS SATISFACTORY WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/17