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 10/25/17 EST. NO. 007 TIME 08:21 AM R.E. NAME: MARK MENGONI 06-0L3404 --------------------------------------------------------------------------- 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 0024 640.88 E.W. @ F.A.(+) 072317 Y 0032.0 0025 1,025.41 081717 Y 0033.0 002 0003 424.87 A.C. @ U.P.(+) 092017 N 0004 0 003 0003 684.60 E.W. @ U.P (+) 092017 N 0003 0 004 0010 2,322.06 E.W. @ F.A.(+) 091117 Y 0035.0 5,097.82 TOTAL THIS ESTIMATE 45,423.87 TOTAL PREVIOUS ESTIMATE 50,521.69 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 10/25/17 EST. NO. 007 TIME 08:21 AM R.E. NAME: MARK MENGONI 06-0L3404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS VAR COC -10,000.00 004 POLE INSPECTION -1,000.00 004 MISS VAR SWPPP REPTS -64,066.02 005 MISS SWPPP TRAIN RPT -40,000.00 006 MISSING SWPPP RPTS -160,000.00 007 -160,000.00 -275,066.02 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 007 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -165,000.00 -280,066.02 PROGRAM CAS145 PAGE 1 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3404 TIME 08:21 AM ESTIMATE NO. 007 BID OPENING 05/24/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/25/17 LOCATION PROGRESS ESTIMATE 06-FRE-168-30.1/30.4 ----------------- GRANITE CONSTRUCTION COMPANY IN FRESNO CO ON STATE ROUTE 168 AT 2716 S. GRANITE COURT THE AUBERRY ROAD INTERSECTION PM FRESNO CA 93706 T30.201 FED. AID NO. HSST-P ( ) ,P168-062E( ) INTERSECTION IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800 002 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.134 938.00 1.000 7,000 003 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.064 10,560.00 0.950 156,750 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 700.00 238.000 833 005 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 40,350.00 0.000 0 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,465.00 37.000 1,295 007 TEMPORARY PAVEMENT MARKER EA 3.0000 1,500.00 470.000 1,410 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,000.0000 5,000.00 0.064 320.00 0.950 4,750 009 TEMPORARY RAILING (TYPE K) LF 14.0000 96,880.00 1,500.000 21,000 010 TEMPORARY CRASH CUSHION MODULE EA 165.0000 41,250.00 28.000 4,620 011 JOB SITE MANAGEMENT LS 7,500.0000 7,500.00 0.064 480.00 0.950 7,125 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,300.0000 1,300.00 0.026 33.80 0.880 1,144 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 18,500.00 0.000 0 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 1,750.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 016 MOVE-IN/MOVE-OUT EA 300.0000 600.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 2,500.00 4.000 2,000 019 TEMPORARY FIBER ROLL LF 5.0000 6,500.00 480.000 2,400 020 TEMPORARY GRAVEL BAG BERM LF 40.0000 8,000.00 24.000 960 021 TEMPORARY SILT FENCE LF 6.0000 7,800.00 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 3,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3404 TIME 08:21 AM ESTIMATE NO. 007 BID OPENING 05/24/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 20,000.0000 20,000.00 0.064 1,280.00 0.950 19,000 024 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.064 160.00 0.950 2,375 025 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 4,800.00 0.000 0 026 TEMPORARY FENCE (TYPE ESA) LF 14.0000 2,240.00 0.000 0 027 TREATED WOOD WASTE LB 1.0000 4,000.00 0.000 0 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 6,650.00 15,266.000 7,633 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 1,330.00 53.000 185.50 396.000 1,386 030 REMOVE PAVEMENT MARKER EA 1.0000 290.00 226.000 226 031 REMOVE ROADSIDE SIGN EA 100.0000 800.00 5.000 500.00 8.000 800 032 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 228.00 18.700 224.40 18.700 224 033 REMOVE INLET EA 625.0000 625.00 1.000 625 034 REMOVE RETAINING WALL (WOOD) LF 12.0000 1,800.00 80.000 960 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 10,680.00 2,664.800 10,659.20 2,664.800 10,659 036 CLEARING AND GRUBBING (LS) LS 63,000.0000 63,000.00 0.400 25,200.00 1.000 63,000 037 DUST PALLIATIVE LS 2,500.0000 2,500.00 0.000 0 038 ROADWAY EXCAVATION CY 30.0000 196,800.00 348.000 10,440.00 6,560.000 196,800 039 ROADWAY EXCAVATION (LEAD) CY 220.0000 37,400.00 100.000 22,000 040 ROCK EXCAVATION CY 30.0000 15,000.00 779.000 23,370 041 SHOULDER BACKING TON 50.0000 3,000.00 0.000 0 042 ROCK BLANKET SQFT 16.0000 98,720.00 1,692.500 27,080.00 6,170.000 98,720 043 HYDROMULCH SQFT 0.0600 2,874.00 47,890.000 2,873.40 47,890.000 2,873 044 FIBER ROLLS LF 4.0000 4,200.00 680.000 2,720.00 680.000 2,720 045 HYDROSEED SQFT 0.0800 3,832.00 47,890.000 3,831.20 47,890.000 3,831 046 COMPOST SQFT 0.2400 11,496.00 47,890.000 11,493.60 47,890.000 11,493 047 INCORPORATE MATERIALS SQFT 0.0900 4,311.00 47,890.000 4,310.10 47,890.000 4,310 048 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 174,200.00 292.400 19,006.00 2,521.600 163,904 049 HOT MIX ASPHALT (TYPE A) TON 108.0000 483,840.00 2,346.280 253,398.24 4,606.490 497,500 PROGRAM CAS145 PAGE 3 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3404 TIME 08:21 AM ESTIMATE NO. 007 BID OPENING 05/24/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DATA CORE LS 6,000.0000 6,000.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5000 4,800.00 758.000 5,685.00 758.000 5,685 052 PLACE HOT MIX ASPHALT SQYD 90.0000 4,680.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 2,000.0000 5,600.00 0.000 0 054 JOINTED PLAIN CONCRETE PAVEMENT CY 670.0000 100,500.00 77.220 51,737 055 MINOR CONCRETE (MINOR STRUCTURE) CY 2,600.0000 36,400.00 13.520 35,152 (F) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 330.00 32.880 328.80 32.880 328 (0.063"-UNFRAMED) 057 ROADSIDE SIGN - ONE POST EA 225.0000 8,775.00 17.000 3,825.00 37.000 8,325 058 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 3.000 1,050.00 3.000 1,050 059 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 300.00 1.000 100.00 3.000 300 METHOD) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,300.00 111.750 1,117.50 217.720 2,177 (0.063"UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 800.00 24.000 240.00 88.000 880 (0.080"UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 400.00 20.000 400.00 20.000 400 (0.063"FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 735.00 35.000 735.00 35.000 735 (0.080"FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 064 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.5000 1,295.00 360.720 1,262.52 360.720 1,262 065 PREPARE AND STAIN CONCRETE AND ROCK SQFT 1.0000 36,000.00 35,965.000 35,965.00 35,965.000 35,965 BLANKET 066 18" REINFORCED CONCRETE PIPE LF 80.0000 40,800.00 533.000 42,640 067 24" REINFORCED CONCRETE PIPE LF 90.0000 18,000.00 211.000 18,990 068 18" STEEL FLARED END SECTION EA 125.0000 125.00 0.000 0 069 24" STEEL FLARED END SECTION EA 700.0000 1,400.00 0.000 0 070 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 400.0000 2,000.00 0.000 0 (CY) 071 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 510.00 0.000 0 072 DETECTABLE WARNING SURFACE SQFT 13.0000 10,920.00 339.550 4,414 073 MINOR CONCRETE (MISCELLANEOUS CY 950.0000 389,500.00 153.330 145,663.50 400.600 380,570 CONSTRUCTION) 074 MISCELLANEOUS IRON AND STEEL LB 2.0000 4,780.00 2,100.000 4,200 (F) PROGRAM CAS145 PAGE 4 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3404 TIME 08:21 AM ESTIMATE NO. 007 BID OPENING 05/24/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 5,040.00 10,527.000 3,789.72 10,527.000 3,789 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 125.00 257.000 128.50 257.000 128 077 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 420.00 782.000 547.40 782.000 547 078 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 6,045.00 1,916.000 6,227.00 1,916.000 6,227 079 12"THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 510.00 160.000 480.00 160.000 480 (BROKEN 36-3) 080 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 51.00 261.000 78.30 261.000 78 (BROKEN 12-3) 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 159.00 672.000 201.60 672.000 201 (BROKEN 36-12) 082 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.5000 126.00 23.000 80.50 23.000 80 083 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,280.00 289.000 1,156.00 289.000 1,156 084 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 ELECTRICAL SYSTEM LS 35,000.0000 35,000.00 0.578 20,230.00 0.843 29,505 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 TEMPORARY MULCH SQYD 4.0000 800.00 0.000 0 089 LIGHTING LS 200,000.0000 200,000.00 0.150 30,000.00 0.911 182,200 PROGRAM CAS145 PAGE 5 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L3404 TIME 08:21 AM ESTIMATE NO. 007 BID OPENING 05/24/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 645,984.78 2,168,704.91 ADJUSTMENT OF COMPENSATION 424.87 4,857.96 EXTRA WORK 4,672.95 45,663.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 651,082.60 2,219,226.60 090 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000 ORIGINAL CONTRACT AMOUNT 2,749,067.00 TOTAL WORK COMPLETED 651,082.60 2,459,226.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -165,000.00 -280,066.02 TOTAL 486,082.60 2,179,160.58 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 07/15/16 120 00/00/00 00/00/00 09/19/17 102 29 -15 0 87% 97% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/17