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 08/19/16 EST. NO. 004 TIME 01:32 PM R.E. NAME: LAYMOUN, MOAID 04-1J6304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0001 728,668.05 A.C. @ L.S.(+) 071916 N 0001 0 728,668.05 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 728,668.05 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 08/19/16 EST. NO. 004 TIME 01:32 PM R.E. NAME: LAYMOUN, MOAID 04-1J6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J6304 TIME 01:32 PM ESTIMATE NO. 004 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 08/19/16 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-101-16.0/27.9 ----------------------- GRANITE CONSTRUCTION COMPANY IN SANTA CLARA COUNTY IN MORGAN 715 COMSTOCK STREET HILL AND SAN JOSE ON US-101 FROM SANTA CLARA CA 95054 EAST DUNNE AVENUE TO 0.9 MILE NORTH OF SILICON VALLEY BOULEVARD FED. AID NO. NHP-Q101(283)E REPLACE PCC SLABS, REPAIR JOINTS, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,250.0000 1,250.00 1.000 1,250 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.150 300.00 0.550 1,100 003 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 0.350 105,000.00 0.750 225,000 004 CONSTRUCTION AREA SIGNS LS 23,500.0000 23,500.00 0.150 3,525.00 0.900 21,150 005 TRAFFIC CONTROL SYSTEM LS 663,128.5900 663,128.59 0.150 99,469.29 0.550 364,720 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,310.00 54.000 1,890.00 54.000 1,890 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,307.2700 10,307.27 0.150 1,546.09 0.550 5,669 008 TEMPORARY RAILING (TYPE K) LF 35.4900 26,972.40 640.000 22,713.60 640.000 22,713 009 TEMPORARY CRASH CUSHION MODULE EA 180.0000 15,120.00 70.000 12,600.00 70.000 12,600 010 JOB SITE MANAGEMENT LS 8,037.3000 8,037.30 0.200 1,607.46 0.600 4,822 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 1.000 1,800 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 013 TEMPORARY COVER SQYD 1.5700 15,700.00 200.000 314 014 TEMPORARY DRAINAGE INLET PROTECTION EA 122.9500 36,885.00 43.000 5,286.85 343.000 42,171 015 TEMPORARY FIBER ROLL LF 2.5900 8,288.00 2,900.000 7,511 016 TEMPORARY CONSTRUCTION ENTRANCE EA 2,109.3800 4,218.76 1.000 2,109 017 STREET SWEEPING LS 5,000.0000 5,000.00 0.200 1,000.00 0.600 3,000 018 TEMPORARY CONCRETE WASHOUT LS 2,263.5000 2,263.50 0.200 452.70 0.600 1,358 019 TEMPORARY FENCE (TYPE ESA) LF 1.8000 23,760.00 -3,423.000 -6,161.40 3,423.000 6,161 020 TREATED WOOD WASTE LB 0.0500 2,670.00 25,101.800 1,255.09 25,101.800 1,255 021 REMOVE GUARDRAIL LF 6.5000 17,225.00 1,255.500 8,160.75 1,255.500 8,160 022 REMOVE ASPHALT CONCRETE DIKE LF 1.0800 2,235.60 576.000 622.08 576.000 622 PROGRAM CAS145 PAGE 2 DATE 08/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J6304 TIME 01:32 PM ESTIMATE NO. 004 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 08/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3400 407,160.00 17,968.000 42,045.12 17,968.000 42,045 (0.15') 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8400 557,520.00 35,405.000 65,145.20 70,810.000 130,290 (0.25') 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6800 154,368.00 16,898.000 45,286.64 74,498.000 199,654 (0.35') 026 ROADWAY EXCAVATION CY 124.2700 464,769.80 0.000 0 027 ASPHALT TREATED PERMEABLE BASE CY 177.6900 183,020.70 0.000 0 028 BASE BOND BREAKER SQYD 1.1300 7,571.00 6,700.000 7,571 029 HOT MIX ASPHALT (TYPE A) TON 70.3600 2,244,484.00 20,070.240 1,412,142.09 32,311.970 2,273,470 030 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 70.7300 3,826,493.00 2,392.000 169,186.16 2,392.000 169,186 031 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.4400 519,840.00 100,275.000 144,396.00 100,275.000 144,396 (PAVING MAT) 032 SHOULDER RUMBLE STRIP STA 28.0100 31,091.10 0.000 0 (HMA,GROUND-IN INDENTATIONS) 033 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.5000 285.00 0.000 0 034 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.5000 7,350.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5000 2,925.00 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5000 5,025.00 0.000 0 037 TACK COAT TON 325.7500 104,240.00 111.000 36,158.25 155.000 50,491 038 SHOULDER RUMBLE STRIP STA 65.1200 76,190.40 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 039 DRILL AND BOND (DOWEL BAR) EA 9.0500 50,499.00 3,696.000 33,448 040 SPALL REPAIR (POLYESTER CONCRETE) SQYD 900.0000 324,000.00 0.000 0 041 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 773.0000 2,071,640.00 248.500 192,090.50 2,928.500 2,263,730 042 GRIND EXISTING CONCRETE SQYD 2.5000 27,000.00 0.000 0 PAVEMENT 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 045 OBJECT MARKER (TYPE P) EA 60.0000 360.00 1.000 60.00 1.000 60 046 OBJECT MARKER (TYPE L-1) EA 45.0000 900.00 5.000 225.00 5.000 225 047 MIDWEST GUARDRAIL SYSTEM LF 25.8000 62,436.00 1,175.000 30,315.00 1,175.000 30,315 048 VEGETATION CONTROL (MINOR CONCRETE) SQYD 39.7900 76,396.80 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J6304 TIME 01:32 PM ESTIMATE NO. 004 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 08/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 TRANSITION RAILING (TYPE WB-31) EA 3,900.0000 23,400.00 1.000 3,900.00 1.000 3,900 050 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 11,200.00 8.000 5,600.00 8.000 5,600 051 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 2,700.00 1.000 2,700.00 1.000 2,700 052 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 39,900.00 6.000 12,600.00 6.000 12,600 053 CONCRETE BARRIER (TRANSITION) LF 919.7700 39,550.11 42.160 38,777.50 42.160 38,777 054 THERMOPLASTIC PAVEMENT MARKING SQFT 3.8600 11,039.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 055 4"THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 82,320.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 34-14) 056 4"TRAFFIC STRIPE (BLACK PAINT) LF 0.1100 12,980.00 0.000 0 057 4"TRAFFIC STRIPE (BLACK PAINT,BROKEN) LF 0.1100 23,210.00 0.000 0 058 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 85,340.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 059 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 1,292.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 060 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 5,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 061 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 13,696.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 062 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 1,310.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 063 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.9300 57,514.00 0.000 0 064 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8900 33,524.00 0.000 0 065 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 066 MODIFY INDUCTIVE LOOP DETECTOR LS 273,100.0000 273,100.00 0.000 0 067 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 068 CLASS 2 AGGREGATE BASE (CY) CY 173.0100 5,363.31 29.000 5,017.29 31.000 5,363 069 PREPAVING INERTIAL PROFILER LS 2,442.7500 2,442.75 1.000 2,442 070 PREPAVING GRINDING DAY EA 20,174.2800 100,871.40 5.000 100,871.40 5.000 100,871 071 3" PLASTIC PIPE (EDGE DRAIN) LF 4.1200 362,560.00 2,479.000 10,213.48 89,979.000 370,713 072 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 24.1400 96,560.00 500.000 12,070.00 4,000.000 96,560 PROGRAM CAS145 PAGE 4 DATE 08/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J6304 TIME 01:32 PM ESTIMATE NO. 004 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 08/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,588,067.14 6,721,791.87 ADJUSTMENT OF COMPENSATION 728,668.05 728,668.05 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,316,735.19 7,450,459.92 073 MOBILIZATION LS 1,365,000.0000 1,365,000.00 0.050 68,250.00 1.000 1,365,000 ORIGINAL CONTRACT AMOUNT 15,035,310.29 TOTAL WORK COMPLETED 3,384,985.19 8,815,459.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,384,985.19 8,815,459.92 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 03/22/16 115 05/16/16 05/16/16 10/31/16 66 2 0 0 57% 57% PROGRESS IS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 08/19/16