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 12/28/16 EST. NO. 019 TIME 08:32 AM R.E. NAME: SHAHIDI, SHAINE 08-043514 --------------------------------------------------------------------------- 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 0236 1,310.74 E.W. @ F.A.(+) 110216 N 0386.0 0237 249.88 091316 N 0381.0 0238 807.92 092716 N 0392.0 0239 345.79 112216 N 0393.0 0240 548.64 111016 N 0394.0 0241 675.68 081516 N 0395.0 0242 1,572.09 101816 N 0396.0 0245 786.03 091616 N 0399.0 0246 1,234.24 091216 N 0400.0 0247 880.29 102516 N 0401.0 0248 161.66 112116 N 0402.0 0250 553.38 102616 N 0404.0 0252 1,609.53 091616 N 0406.0 0254 2,369.91 092916 N 0408.0 0255 1,245.43 102516 N 0420.0 0256 921.45 112116 N 0421.0 0257 1,170.06 113016 N 0422.0 0258 1,702.24 102116 N 0423.0 004 0012 750.00 E.W. @ F.A.(+) 081916 N 0428.0 0013 2,325.00 102416 N 0429.0 0014 900.00 112816 N 0430.0 042 0009 1,645.64 E.W. @ F.A.(+) 083116 N 0409.0 0010 1,634.44 103116 N 0410.0 0011 563.20 092716 N 0413.0 048 0001 18,120.96 E.W. @ L.S.(+) 122016 N 1 0 050 0001 5,334.00 A.C. @ L.S.(+) 122016 N 1 0 058 0001 111,925.58 E.W. @ U.P (+) 113016 N 1 0 064 0002 2,954.85 E.W. @ F.A.(+) 110116 N 0385.0 0003 1,240.17 111616 N 0389.0 068 0001 2,620.82 E.W. @ F.A.(+) 091216 N 0390.0 168,159.62 TOTAL THIS ESTIMATE 2,085,604.66 TOTAL PREVIOUS ESTIMATE 2,253,764.28 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 12/28/16 EST. NO. 019 TIME 08:32 AM R.E. NAME: SHAHIDI, SHAINE 08-043514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE INADEQUATE CPR -3,000.00 003 INADEQUATE CPR 1,000.00 004 INADEQUATE CPR 2,000.00 005 UNDER PMT OPER TRUST -1,500.00 005 UNDER PMT OPER TRUST 1,500.00 007 NONCOMPLAINT LCB -57,330.00 013 FOR NONCOMPLIANT LCB -45,500.00 014 JPCP GRADATION -2,100.00 015 NONCOMPLIANT LCB 102,830.00 015 THRID JMF FOR 3/8" -3,000.00 015 NON-COMPLIANT SES -2,100.00 017 LOW CV ON 10-13-16 -1,050.00 018 0.00 -8,250.00 LABOR COMPLIANCE VIOLATION UNDER PAYMENT WAGES -1,000.00 007 MISS FBS & APPRENTIC -3,000.00 013 WAGES UNDERPAYMENT -1,000.00 013 DEL APPRENT CERTS -1,000.00 014 DEL FBS FOR TEICHERT -1,000.00 014 DEL FBS FOR TEICHERT 1,000.00 015 MISSING FBS- HARBER -1,000.00 015 DELINQ APPRENT CERTS 1,000.00 016 MISS FBS & APPRENTIC 3,000.00 016 TEICH APP CERT & PAY -1,000.00 016 MISS FBS-HARBER 1,000.00 017 APPT CERT-SETH RIGGS -1,000.00 018 APPT CERT-SETH RIGGS 1,000.00 019 TEICH APP CERT & PAY 1,000.00 019 UNDER PAYMENT WAGES 1,000.00 019 3,000.00 -1,000.00 TOTAL DEDUCTIONS 3,000.00 -9,250.00 PROGRAM CAS145 PAGE 1 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:32 AM ESTIMATE NO. 019 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/28/16 LOCATION PROGRESS ESTIMATE 08-SBD-58-R22.2/R31.1 ----------------- SKANSKA-TEICHERT A JOINT NEAR HINKLEY FROM FR 2.4 MI W/O VENTURE HIDDEN RIVER RD TO 0.7 MI E/O JOHN MATICH LENWOOD RD SENIOR PROJECT MANAGER 1995 AGUA MANSA ROAD RIVERSIDE CA 92509 FED. AID NO. NHP-P058(119)E REALIGN & WIDEN SR-58 TO 4 LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 800.0000 800.00 1.000 800 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 0.030 195.00 0.840 5,460 003 TIME-RELATED OVERHEAD (LS) LS 2,400,000.0000 2,400,000.00 0.016 38,400.00 0.701 1,682,400 004 CONSTRUCTION AREA SIGNS LS 46,000.0000 46,000.00 0.600 27,600 005 TRAFFIC CONTROL SYSTEM LS 354,000.0000 354,000.00 0.018 6,372.00 0.911 322,494 006 TYPE III BARRICADE EA 100.0000 11,000.00 80.000 8,000 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 520.00 154.000 616 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4100 14,760.00 1,160.000 475 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 57.000 2,280 010 TEMPORARY PAVEMENT MARKER EA 3.5000 7,560.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 80,000.00 8.000 80,000 012 TEMPORARY RAILING (TYPE K) LF 11.0000 153,340.00 4,345.000 47,795 013 TEMPORARY CRASH CUSHION MODULE EA 400.0000 52,000.00 14.000 5,600 014 JOB SITE MANAGEMENT LS 260,000.0000 260,000.00 0.029 7,540.00 0.854 222,040 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 0.750 2,625 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 017 TEMPORARY SOIL BINDER SQYD 0.1100 37,070.00 390,534.400 42,958 018 TEMPORARY COVER SQYD 4.5000 54,000.00 0.000 0 019 TEMPORARY CHECK DAM LF 16.0000 17,600.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 16,000.00 43.000 17,200 021 TEMPORARY FIBER ROLL LF 3.5000 141,750.00 4,515.000 15,802 022 TEMPORARY SILT FENCE LF 4.5000 90,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:32 AM ESTIMATE NO. 019 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 5,900.0000 23,600.00 4.000 23,600 024 STREET SWEEPING LS 422,000.0000 422,000.00 0.035 14,770.00 0.825 348,150 025 TEMPORARY CONCRETE WASHOUT LS 287,000.0000 287,000.00 0.045 12,915.00 0.775 222,425 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 2,101.00 0.000 0 STRIPE (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 0.4000 4,880.00 0.000 0 028 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 202,000.0000 202,000.00 0.011 2,222.00 0.943 190,486 029 OBLITERATE SURFACING SQYD 1.1500 40,365.00 1,092.000 1,255 030 REMOVE FENCE LF 3.0000 41,100.00 9,128.000 27,384 031 REMOVE METAL BEAM GUARD RAILING LF 13.0000 4,290.00 0.000 0 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 2,398.00 320.000 176 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 560.00 169.000 338 034 REMOVE PAVEMENT MARKER EA 1.0000 260.00 0.000 0 035 REMOVE ROADSIDE SIGN EA 52.0000 3,224.00 0.000 0 036 REMOVE CULVERT (EA) EA 1,600.0000 1,600.00 0.000 0 037 REMOVE INLET EA 1,600.0000 1,600.00 0.000 0 038 RESET MAILBOX EA 400.0000 4,000.00 0.000 0 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 190,800.00 0.000 0 040 CLEARING AND GRUBBING (LS) LS 850,000.0000 850,000.00 1.000 850,000 041 DEVELOP WATER SUPPLY LS 1,090,000.0000 1,090,000.00 0.020 21,800.00 0.902 983,180 042 DUST PALLIATIVE LS 95,000.0000 95,000.00 0.050 4,750.00 0.600 57,000 043 ROADWAY EXCAVATION CY 4.1500 6,308,000.00 1,465,823.110 6,083,165 044 ROCK EXCAVATION (CONTROLLED BLASTING) CY 12.0000 963,600.00 100,375.000 1,204,500 045 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 63,540.00 1,765.000 63,540 (F) 046 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.5000 62,985.00 0.000 0 047 STRUCTURE BACKFILL CY 10.5000 70,245.00 0.000 0 048 STRUCTURE BACKFILL (BRIDGE) CY 23.0000 25,162.00 1,094.000 25,162 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) CY 9.0000 79,290.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:32 AM ESTIMATE NO. 019 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PERVIOUS BACKFILL MATERIAL (RETAINING CY 54.0000 19,440.00 0.000 0 WALL) 051 DITCH EXCAVATION CY 75.0000 201,750.00 0.000 0 052 IMPORTED BORROW (CY) CY 8.9000 23,674,000.00 2,425,128.000 21,583,639 053 ROADSIDE CLEARING LS 26,900.0000 26,900.00 0.000 0 054 ROCK BLANKET SQYD 82.0000 877,400.00 1,893.850 155,295.70 4,623.850 379,155 055 BOULDER TYPE "A"(8) EA 2,050.0000 14,350.00 3.000 6,150 056 BOULDER TYPE "B"(6) EA 925.0000 40,700.00 18.000 16,650 057 BOULDER TYPE "C"(4) EA 570.0000 45,600.00 31.000 17,670 058 BOULDER TYPE "D"(2) EA 180.0000 19,800.00 23.000 4,140 059 PRECAST CONCRETE MONUMENT SIGN EA 14,500.0000 29,000.00 0.000 0 060 DECOMPOSED GRANITE SQYD 13.0000 172,900.00 5,775.000 75,075 061 GRAVEL MULCH(3"-6") SQYD 15.0000 67,050.00 2,410.000 36,150 062 GRAVEL MULCH(3/4") SQYD 12.0000 123,600.00 4,674.000 56,088 063 GRAVEL MULCH(1"-3") SQYD 12.5000 2,112,500.00 10,586.910 132,336.38 79,856.650 998,208 064 GRAVEL MULCH(6"-12") SQYD 31.0000 1,633,700.00 29,675.000 919,925 065 8" GATE VALVE EA 5,000.0000 5,000.00 1.000 5,000 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,800.00 2.000 1,600 067 HYDROSEED SQFT 0.1500 1,980,000.00 2,918,520.000 437,778.00 3,571,920.000 535,788 068 CLASS 2 AGGREGATE SUBBASE CY 19.0000 2,166,000.00 110,592.550 2,101,258 069 CLASS 2 AGGREGATE BASE (CY) CY 58.0000 1,258,600.00 129.180 7,492.44 14,903.840 864,422 070 LEAN CONCRETE BASE CY 91.0000 7,398,300.00 78,018.560 7,099,688 071 PREPAVING INERTIAL PROFILER LS 23,600.0000 23,600.00 0.000 0 072 HOT MIX ASPHALT (TYPE A) TON 76.0000 7,539,200.00 40,749.500 3,096,962 073 DATA CORE LS 12,000.0000 12,000.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 410.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 4,550.00 0.000 0 076 PLACE HOT MIX ASPHALT SQYD 7.7500 257,300.00 0.000 0 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:32 AM ESTIMATE NO. 019 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LIQUID ASPHALT (PRIME COAT) TON 1,400.0000 123,200.00 27.030 37,842 078 TACK COAT TON 5,600.0000 173,600.00 4.380 24,528 079 JOINTED PLAIN CONCRETE PAVEMENT CY 110.0000 18,700,000.00 9,074.720 998,219.20 126,529.730 13,918,270 080 SHOULDER RUMBLE STRIP STA 125.0000 216,250.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 081 JOINT SEAL (PREFORMED COMPRESSION) LF 2.2500 1,415,250.00 176,516.000 397,161.00 176,516.000 397,161 082 60" CAST-IN-DRILLED-HOLE CONCRETE LF 700.0000 119,000.00 138.000 96,600 PILE (SIGN FOUNDATION) 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 193,000.0000 193,000.00 1.000 193,000 084 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 147,300.00 491.000 147,300 (F) 085 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 1,883,000.00 2,690.000 1,883,000 (F) 086 STRUCTURAL CONCRETE, RETAINING WALL CY 335.0000 1,108,850.00 0.000 0 (F) 087 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 214,500.00 286.000 214,500 (F) (TYPE N) 088 STRUCTURAL CONCRETE, BOX CULVERT CY 683.0000 2,267,560.00 3,210.597 2,192,837 089 STRUCTURAL CONCRETE, HEADWALL CY 1,200.0000 1,212,000.00 72.393 86,871.60 975.982 1,171,178 090 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 432,000.00 10.100 9,090.00 249.800 224,820 (F) 091 DRYSTACK ROCK TEXTURE SQFT 15.0000 178,440.00 721.000 10,815 (F) 092 JOINT SEAL (MR 2") LF 120.0000 30,840.00 0.000 0 093 BAR REINFORCING STEEL LB 1.0000 681,000.00 6,562.000 6,562.00 111,160.000 111,160 094 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 679,481.00 679,481.000 679,481 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 472,000.00 0.000 0 (F) 096 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 50,400.00 14,400.000 50,400 WITH WALKWAY) 097 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 14,400.00 3,041.000 3,041.00 14,400.000 14,400 WITH WALKWAY) 098 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 385,770.00 128,590.000 385,770 (F) 099 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 25,718.00 91,850.000 18,370.00 91,850.000 18,370 (F) 100 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 40,250.00 625.000 15,625.00 625.000 15,625 101 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 6,000.00 0.000 0 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,900.00 17.800 267.00 17.800 267 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:32 AM ESTIMATE NO. 019 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 38,500.00 169.000 2,366.00 169.000 2,366 (0.080"-UNFRAMED) 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 15,015.00 22.100 364.65 22.100 364 (0.080"-FRAMED) 105 METAL (BARRIER MOUNTED SIGN) LB 13.5000 7,155.00 0.000 0 106 ROADSIDE SIGN - ONE POST EA 225.0000 63,000.00 11.000 2,475.00 11.000 2,475 107 ROADSIDE SIGN - TWO POST EA 845.0000 28,730.00 4.000 3,380.00 4.000 3,380 108 INSTALL ROADSIDE SIGN EA 4,300.0000 8,600.00 0.000 0 (LAMINATED WOOD BOX POST) 109 PREPARE AND STAIN CONCRETE SQFT 2.4000 120,636.00 49,714.500 119,314 110 STAIN GALVANIZED SURFACES LS 55,000.0000 55,000.00 0.900 49,500 111 18" ALTERNATIVE PIPE CULVERT LF 62.0000 45,942.00 100.000 6,200.00 762.000 47,244 112 24" ALTERNATIVE PIPE CULVERT LF 55.0000 100,100.00 200.000 11,000.00 3,269.000 179,795 113 36" ALTERNATIVE PIPE CULVERT LF 67.0000 111,220.00 1,670.000 111,890 114 18" REINFORCED CONCRETE PIPE LF 112.0000 13,440.00 156.000 17,472 115 24" REINFORCED CONCRETE PIPE LF 97.0000 962,240.00 10,286.000 997,742 116 30" REINFORCED CONCRETE PIPE LF 117.0000 28,080.00 240.000 28,080 117 36" REINFORCED CONCRETE PIPE LF 109.0000 582,060.00 5,386.000 587,074 118 42" REINFORCED CONCRETE PIPE LF 145.0000 1,711,000.00 11,816.000 1,713,320 119 48" REINFORCED CONCRETE PIPE LF 200.0000 34,000.00 168.000 33,600 120 24" CORRUGATED STEEL PIPE (.138" THICK) LF 100.0000 600.00 36.000 3,600 121 8" DUCTILE IRON PIPE LF 140.0000 8,960.00 64.000 8,960 122 48" CORRUGATED STEEL PIPE RISER EA 300.0000 1,200.00 6.500 1,950 (.079" THICK) 123 48" CORRUGATED STEEL PIPE RISER LF 500.0000 500.00 0.000 0 (.109" THICK) 124 18" WELDED STEEL PIPE (.250" THICK) LF 170.0000 59,500.00 341.000 57,970 125 24" CONCRETE FLARED END SECTION EA 950.0000 39,900.00 47.000 44,650 126 30" CONCRETE FLARED END SECTION EA 1,260.0000 1,260.00 1.000 1,260 127 36" CONCRETE FLARED END SECTION EA 1,600.0000 12,800.00 8.000 12,800 128 42" CONCRETE FLARED END SECTION EA 2,200.0000 4,400.00 2.000 4,400 129 18" ALTERNATIVE FLARED END SECTION EA 150.0000 750.00 2.000 300.00 6.000 900 PROGRAM CAS145 PAGE 6 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:32 AM ESTIMATE NO. 019 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 24" ALTERNATIVE FLARED END SECTION EA 200.0000 2,400.00 2.000 400.00 16.000 3,200 131 36" ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 132 36" PRECAST CONCRETE PIPE INLET LF 350.0000 66,500.00 4.200 1,470.00 159.700 55,895 133 ROCK SLOPE PROTECTION CY 57.0000 498,180.00 25.200 1,436.40 415.800 23,700 (1/4 T, METHOD B) (CY) 134 ROCK SLOPE PROTECTION CY 195.0000 107,250.00 122.400 23,868 (LIGHT, METHOD B) (CY) 135 ROCK SLOPE PROTECTION CY 54.0000 259,740.00 142.800 7,711 (FACING, METHOD B) (CY) 136 CONCRETE (CHANNEL LINING) CY 340.0000 272,000.00 932.536 317,062 137 CONCRETED-ROCK SLOPE PROTECTION CY 160.0000 19,200.00 0.000 0 (1/4 T, METHOD B) (CY) 138 SLOPE PAVING(COBBLESTONE) SQFT 22.0000 219,164.00 4,981.000 109,582 139 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.5000 74,545.00 482.900 4,104 140 MINOR CONCRETE (MISCELLANEOUS CY 385.0000 639,100.00 41.380 15,931.30 1,696.688 653,224 CONSTRUCTION) 141 MISCELLANEOUS IRON AND STEEL LB 2.0000 49,800.00 723.000 1,446.00 7,363.000 14,726 142 FENCE (TYPE BW, METAL POST) LF 4.5000 75,600.00 16,404.500 73,820 143 CHAIN LINK FENCE (TYPE CL-6) LF 10.0000 718,000.00 68,210.000 682,100 144 FENCE(TYPE DESERT TORTOISE) LF 4.3000 395,600.00 89,649.300 385,491 145 15' GATEWAY(TYPE DESERT TORTOISE) EA 1,100.0000 18,700.00 8.000 8,800.00 8.000 8,800 146 15' WIRE MESH GATE EA 3,000.0000 6,000.00 0.000 0 147 4' CHAIN LINK GATE (TYPE CL-6) EA 1,300.0000 10,400.00 4.000 5,200 148 16' CHAIN LINK GATE (TYPE CL-6) EA 2,900.0000 8,700.00 3.000 8,700 149 SURVEY MONUMENT (TYPE D) EA 1,500.0000 121,500.00 0.000 0 150 CONCRETE BARRIER MARKER EA 11.0000 330.00 0.000 0 151 DELINEATOR (CLASS 1) EA 41.0000 32,800.00 75.000 3,075 152 MILEPOST MARKER EA 62.0000 1,116.00 0.000 0 153 OBJECT MARKER EA 62.0000 6,076.00 0.000 0 154 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 33,250.00 300.000 7,500 155 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 67,000.00 310.168 15,508 156 CHAIN LINK RAILING (TYPE 7) LF 60.0000 37,080.00 618.000 37,080 (F) PROGRAM CAS145 PAGE 7 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:32 AM ESTIMATE NO. 019 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 176.0000 109,120.00 620.000 109,120 (F) 158 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 72.0000 14,400.00 0.000 0 (WOOD POST) 159 CABLE RAILING LF 15.0000 34,650.00 74.000 1,110.00 536.000 8,040 160 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 22,400.00 3.000 9,600 161 END CAP (TYPE A) EA 400.0000 800.00 1.000 400 162 END ANCHOR ASSEMBLY (TYPE SFT) EA 630.0000 8,190.00 1.000 630 163 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 21,000.00 3.000 9,000 164 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 19,600.00 0.000 0 165 ALTERNATIVE CRASH CUSHION SYSTEM EA 22,000.0000 88,000.00 0.000 0 166 CONCRETE BARRIER (TYPE 736A) LF 105.0000 77,700.00 0.000 0 167 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 125.0000 77,500.00 620.000 77,500 (F) 168 CONCRETE BARRIER (TYPE 736B) LF 145.0000 30,450.00 25.000 3,625 169 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 25,500.00 0.000 0 170 THERMOPLASTIC TRAFFIC STRIPE LF 0.1700 86,870.00 0.000 0 (SPRAYABLE) 171 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,440.00 0.000 0 172 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 21,420.00 0.000 0 173 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 1.000 1,500 SYSTEM ELEMENTS DURING CONSTRUCTION 174 LIGHTING AND SIGN ILLUMINATION LS 825,000.0000 825,000.00 0.500 412,500 175 FLASHING BEACON SYSTEM LS 82,500.0000 82,500.00 0.080 6,600.00 0.330 27,225 176 TRAFFIC MONITORING STATION (LOCATION 1) LS 60,000.0000 60,000.00 0.100 6,000.00 0.300 18,000 177 TRAFFIC MONITORING STATION (LOCATION 2) LS 48,000.0000 48,000.00 0.070 3,360.00 0.270 12,960 178 TRAFFIC MONITORING STATION (LOCATION 3) LS 35,000.0000 35,000.00 0.100 3,500 179 TRAFFIC MONITORING STATION (LOCATION 4) LS 49,000.0000 49,000.00 0.100 4,900 180 MODIFY SIGNAL AND LIGHTING LS 38,000.0000 38,000.00 0.889 33,782 PROGRAM CAS145 PAGE 8 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:32 AM ESTIMATE NO. 019 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,449,712.67 79,357,145.86 ADJUSTMENT OF COMPENSATION 5,334.00 644,976.12 EXTRA WORK 162,825.62 1,608,788.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,617,872.29 81,610,910.14 181 MOBILIZATION LS 11,180,000.0000 11,180,000.00 1.000 11,180,000 ORIGINAL CONTRACT AMOUNT 115,851,018.00 TOTAL WORK COMPLETED 2,617,872.29 92,790,910.14 MATERIALS ON HAND ON SITE 169,376.65 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,000.00 -9,250.00 TOTAL 2,620,872.29 92,951,036.79 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 01/29/15 374 05/28/15 05/28/15 06/08/17 262 129 0 0 78% 70% PROGRESS IS SATISFACTORY SHAHIDI, SHAINE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/28/16