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 09/07/17 EST. NO. 023 TIME 09:17 AM R.E. NAME: CORBITT, JARED 11-288814 --------------------------------------------------------------------------- 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 09/07/17 EST. NO. 023 TIME 09:17 AM R.E. NAME: CORBITT, JARED 11-288814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE O/S CEM 4401 -10,000.00 020 O/S CEM 4401 10,000.00 021 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY O/S FHWAY 1391 -10,000.00 011 RECD O/S FHWA 1391 10,000.00 012 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL OCT 15 CPR -4,000.00 002 DEL NOV 2015 CPR -1,000.00 003 RECD OCT 2015 DEL 4,000.00 003 DEL DEC 15 CPR -2,000.00 004 DEL JAN 16 CPR -2,000.00 005 RECD DEC 15 DEL 2,000.00 005 RECD NOV 15 DEL 1,000.00 005 DEL FEB 16 CPR -3,000.00 006 RECD JAN 16 DEL 2,000.00 006 DEL MAR 16 CPR -3,000.00 007 PRTL FEB 16 DEL 2,000.00 007 DEL APR 16 CPR -10,000.00 008 RECD FEB 16 DEL 1,000.00 008 DEL MAY 16 CPR -2,000.00 009 PRTL APR 16 DEL 8,000.00 009 RECD MAR 16 DEL 3,000.00 009 DEL JUNE 16 CPR -2,000.00 010 PRTL APR 16 DEL 1,000.00 010 RECD MAY 16 DEL 2,000.00 010 DEL JULY 16 CPR -1,000.00 011 RECD JUNE 16 DEL 2,000.00 011 DEL AUG 16 CPR -5,000.00 012 DEL SEPT 16 CPR -1,000.00 013 PRTL AUG 16 DEL 3,000.00 013 RECD APRIL 16 DEL 1,000.00 013 RECD JUL 16 DEL 1,000.00 013 RECD AUG 16 DEL 2,000.00 014 INQ OCT 16 CPR -1,000.00 014 RECD OCT 16 INQ 1,000.00 018 RECD SEP 16 DEL 1,000.00 018 OTH/UNRESOLVED -5,000.00 020 AA/UNRESOLVE OTH 5,000.00 022 0.00 0.00 OTHER OUTSTANDING DOCUMENTS O/S 2402F 2403F -10,000.00 020 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 09/07/17 EST. NO. 023 TIME 09:17 AM R.E. NAME: CORBITT, JARED 11-288814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S 2402/2403 10,000.00 022 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/07/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 09:17 AM ESTIMATE NO. 023 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/10/17 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 09/07/17 LOCATION FINAL ESTIMATE 11-SD-905-R10.6 -------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY, IN AND NEAR 1770 LA COSTA MEADOWS DRIVE SAN DIEGO AT ROUTE 11/125/905 SAN MARCOS CA 92078 SEPARATION. FED. AID NO. CBI-X073(111)N CONSTRUCT NORTH BOUND CONNECTORS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,210.6500 1,210.65 1.000 1,210 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,275.0000 786,000.00 240.000 786,000 004 CONSTRUCTION AREA SIGNS LS 16,391.7500 16,391.75 1.000 16,391 005 TRAFFIC CONTROL SYSTEM LS 111,000.0100 111,000.01 1.000 111,000 006 TYPE III BARRICADE EA 173.1500 1,385.20 8.000 1,385 007 TRAFFIC PLASTIC DRUM EA 75.4400 3,696.56 36.000 2,715 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,680.0000 46,080.00 6.000 46,080 009 TEMPORARY RAILING (TYPE K) LF 10.4200 48,557.20 4,400.000 45,848 010 TEMPORARY CRASH CUSHION MODULE EA 180.4100 5,051.48 28.000 5,051 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,154.6400 20,618.56 4.000 20,618 SYSTEM 012 TEMPORARY TRAFFIC SCREEN LF 4.5300 4,801.80 700.000 3,171 013 JOB SITE MANAGEMENT LS 73,238.5600 73,238.56 1.000 73,238 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 11,000.00 8.000 4,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 7,500.00 1.000 500 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 018 MOVE-IN/MOVE-OUT EA 765.3100 1,530.62 2.000 1,530 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.5400 116,100.00 72,232.550 39,005 (BONDED FIBER MATRIX) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 272.5100 8,720.32 19.000 5,177 021 TEMPORARY FIBER ROLL LF 3.3900 131,193.00 2,568.000 8,705 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,155.2200 15,465.66 3.000 15,465 PROGRAM CAS145 PAGE 2 DATE 09/07/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 09:17 AM ESTIMATE NO. 023 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/10/17 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 09/07/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 49,152.0000 49,152.00 1.000 49,152 024 TEMPORARY CONCRETE WASHOUT LS 37,584.0000 37,584.00 1.000 37,584 025 TREATED WOOD WASTE LB 2.4600 811.80 0.000 0 026 OBLITERATE SURFACING SQYD 10.6600 1,385.80 127.770 1,362 027 REMOVE FENCE LF 5.9100 4,905.30 830.000 4,905 028 REMOVE GATE EA 454.5500 909.10 2.000 909 029 REMOVE FLARED END SECTION EA 204.0800 408.16 2.000 408 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 11,120.00 29,574.000 11,829 031 REMOVE PAINTED PAVEMENT MARKING SQFT 1.3600 3,318.40 45.000 61 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 979.00 3,951.000 2,173 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6600 2,938.20 1,298.000 2,154 034 REMOVE CHANNELIZERS EA 10.8600 521.28 48.000 521 035 REMOVE ROADSIDE SIGN EA 51.5500 206.20 4.000 206 036 REMOVE SIGN OVERLAY EA 159.6300 1,277.04 8.000 1,277 037 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.4300 1,290.00 3,000.000 1,290 038 REMOVE CULVERT (LF) LF 20.4100 5,510.70 316.300 6,455 039 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 144.1700 288.34 2.000 288 040 SALVAGE BARRICADE EA 21.7200 521.28 24.000 521 041 REMOVE CONCRETE (CY) CY 255.2400 23,482.08 102.000 26,034 042 REMOVE ROCK SLOPE PROTECTION CY 22.4500 830.65 37.000 830 043 CLEARING AND GRUBBING (LS) LS 2,337.0000 2,337.00 1.000 2,337 044 DEVELOP WATER SUPPLY LS 66,485.2800 66,485.28 1.000 66,485 045 DUST PALLIATIVE LS 19,646.3700 19,646.37 1.000 19,646 046 ROADWAY EXCAVATION CY 4.7500 840,750.00 168,150.000 798,712 047 STRUCTURE EXCAVATION (BRIDGE) CY 12.9800 19,236.36 1,114.000 14,459 (F) 048 GRAVEL BEDDING CY 55.1000 30,856.00 530.480 29,229 049 STRUCTURE BACKFILL (BRIDGE) CY 81.0600 96,137.16 1,186.000 96,137 (F) PROGRAM CAS145 PAGE 3 DATE 09/07/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 09:17 AM ESTIMATE NO. 023 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/10/17 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 09/07/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 45.5500 5,921.50 113.170 5,154 051 IMPORTED BORROW (CY) CY 1.5000 265,500.00 112,838.000 169,257 052 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.000 0 053 SOD SQYD 18.5700 86,721.90 0.000 0 054 PLANT ESTABLISHMENT WORK LS 35,714.2900 35,714.29 0.000 0 055 2" ELECTRICAL CONDUIT FOR CONTROL AND LF 7.7200 2,393.20 342.000 2,640 NEUTRAL CONDUCTORS 056 3" ELECTRICAL CONDUIT FOR CONTROL AND LF 8.4400 2,447.60 287.000 2,422 NEUTRAL CONDUCTORS 057 TRUCK WATERING LS 42,857.1400 42,857.14 0.000 0 058 4" SUPPLY LINE (BRIDGE) LF 294.4300 77,435.09 263.000 77,435 (F) 059 3" PLASTIC PIPE (CLASS 315) LF 17.5600 280.96 16.000 280 (F) (SUPPLY LINE) 060 4" PLASTIC PIPE (CLASS 315) LF 14.0400 5,770.44 411.000 5,770 (F) (SUPPLY LINE) 061 8" CORRUGATED HIGH DENSITY LF 95.9700 1,535.52 41.000 3,934 POLYETHYLENE PIPE CONDUIT 062 12" CORRUGATED HIGH DENSITY LF 70.8500 20,546.50 287.000 20,333 POLYETHYLENE PIPE CONDUIT 063 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,530.6100 1,530.61 1.000 1,530 064 CHECK DAM LF 9.1800 10,740.60 1,051.970 9,657 065 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1600 144,640.00 1,073,798.000 171,807 (SQFT) 066 COMPOST SOCK LF 7.1400 44,625.00 7,469.340 53,331 067 COMPOST SQFT 0.1300 122,980.00 1,031,798.000 134,133 068 INCORPORATE MATERIALS SQFT 0.0300 28,380.00 1,031,798.000 30,953 069 FINISHING ROADWAY LS 9,363.3400 9,363.34 1.000 9,363 070 CLASS 4 AGGREGATE SUBBASE CY 20.5800 209,916.00 10,428.109 214,610 071 CLASS 5 AGGREGATE SUBBASE CY 7.3500 154,350.00 11,883.000 87,340 072 CLASS 2 AGGREGATE BASE (CY) CY 27.2200 200,339.20 7,449.253 202,768 073 ASPHALTIC EMULSION (FOG SEAL COAT) TON 606.0579 1,151.51 1.900 1,151 074 SLURRY SEAL TON 434.0700 78,132.60 197.230 85,611 075 HOT MIX ASPHALT (TYPE A) TON 72.8800 435,093.60 5,808.133 423,296 076 MINOR HOT MIX ASPHALT TON 101.0100 16,161.60 138.530 13,992 PROGRAM CAS145 PAGE 4 DATE 09/07/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 09:17 AM ESTIMATE NO. 023 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/10/17 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 09/07/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.9800 202.64 86.000 256 078 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.9800 8,940.00 730.000 2,175 079 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.9800 7,152.00 2,398.000 7,146 080 PLACE HOT MIX ASPHALT SQYD 20.2000 4,646.00 193.760 3,913 (MISCELLANEOUS AREA) 081 TACK COAT TON 1,313.1310 3,808.08 0.877 1,151 082 JOINTED PLAIN CONCRETE PAVEMENT CY 213.0000 1,160,850.00 5,444.050 1,159,582 083 JOINT SEAL (SILICONE) LF 2.9000 65,540.00 17,880.960 51,854 084 ISOLATION JOINT SEAL (SILICONE) LF 10.9300 5,792.90 1,489.920 16,284 085 GRIND EXISTING CONCRETE SQYD 27.5200 6,329.60 240.900 6,629 PAVEMENT 086 48" STEEL CASING (0.625" THICK) LF 2,397.9600 146,275.56 0.000 0 087 FURNISH PILE (CLASS 200) LF 87.3400 165,946.00 1,897.400 165,718 (ALTERNATIVE W MODIFIED) 088 DRIVE PILE (CLASS 200) EA 3,205.2000 224,364.00 70.000 224,364 (ALTERNATIVE W MODIFIED) 089 60" CAST-IN-DRILLED-HOLE CONCRETE LF 735.5700 48,547.62 68.000 50,018 PILE (SIGN FOUNDATION) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 106,118.9700 106,118.97 1.000 106,118 091 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 295.9600 81,684.96 276.000 81,684 (F) 092 STRUCTURAL CONCRETE, BRIDGE CY 715.5800 923,813.78 1,291.000 923,813 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 849.4400 101,083.36 119.000 101,083 (F) (TYPE N) 094 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) CY 1,235.5400 82,781.18 67.000 82,781 (F) 095 STRUCTURAL CONCRETE, HEADWALL CY 1,173.6000 52,812.00 45.000 52,812 (F) 096 MINOR CONCRETE (MINOR STRUCTURE) CY 1,907.5800 227,002.02 119.000 227,002 (F) 097 FRACTURED RIB TEXTURE (MODIFIED) SQFT 19.4000 7,100.40 366.000 7,100 (F) 098 JOINT SEAL (MR 1 1/2") LF 92.3000 11,076.00 114.000 10,522 099 BAR REINFORCING STEEL LB 10.9800 70,008.48 6,376.000 70,008 (F) 100 BAR REINFORCING STEEL (BRIDGE) LB 0.8300 289,552.97 348,859.000 289,552 (F) 101 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6200 184,677.92 53,157.620 192,430 (F) 102 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2700 13,774.32 52,249.000 14,107 (F) 103 INSTALL SIGN PANEL ON EXISTING SIGN SQFT 5.3200 3,192.00 600.000 3,192 STRUCTURE PROGRAM CAS145 PAGE 5 DATE 09/07/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 09:17 AM ESTIMATE NO. 023 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/10/17 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 09/07/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.4100 20,600.80 880.000 20,600 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.9600 1,023.84 174.250 2,258 (0.063"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0400 2,667.60 162.000 2,274 (0.080"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3600 844.56 68.000 1,248 (0.063"-FRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3600 2,019.60 108.000 1,982 (0.080"-FRAMED) 109 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 5.8500 7,605.00 1,392.250 8,144 110 ROADSIDE SIGN - ONE POST EA 242.2700 5,572.21 23.000 5,572 111 ROADSIDE SIGN - TWO POST EA 618.5600 2,474.24 4.000 2,474 112 SIGN POST SUPPORT SYSTEM EA 2,500.0000 15,000.00 6.000 15,000 113 INSTALL ROADSIDE SIGN PANEL ON EA 103.1000 206.20 2.000 206 EXISTING POST 114 18" ALTERNATIVE PIPE CULVERT LF 57.1400 23,427.40 402.000 22,970 115 24" ALTERNATIVE PIPE CULVERT LF 70.4100 56,328.00 793.000 55,835 116 24" REINFORCED CONCRETE PIPE LF 102.5500 51,275.00 486.000 49,839 117 36" REINFORCED CONCRETE PIPE LF 186.7300 164,322.40 856.000 159,840 118 48" REINFORCED CONCRETE PIPE LF 279.5900 176,141.70 618.250 172,856 119 72" REINFORCED CONCRETE PIPE (CLASS V) LF 647.3000 135,933.00 196.000 126,870 120 36" JACKED REINFORCED CONCRETE PIPE LF 382.6500 24,489.60 0.000 0 (CLASS III, RUBBER GASKET JOINT) 121 24" POLYMERIC SHEET COATED CORRUGATED LF 107.1400 28,927.80 260.000 27,856 STEEL PIPE DOWNDRAIN (0.109" THICK) 122 FILTER FABRIC SQYD 3.0600 12,699.00 299.200 915 123 24" CONCRETE FLARED END SECTION EA 1,591.8400 3,183.68 2.000 3,183 124 36" CONCRETE FLARED END SECTION EA 2,561.2200 7,683.66 3.000 7,683 125 48" CONCRETE FLARED END SECTION EA 4,168.3700 4,168.37 1.000 4,168 126 24" POLYMERIC SHEET COATED STEEL FLARED EA 566.3300 566.33 1.000 566 END SECTION 127 36" REINFORCED CONCRETE PIPE RISER LF 357.1400 24,999.80 57.750 20,624 128 SIDEWALK UNDERDRAIN EA 1,251.7800 2,503.56 2.000 2,503 129 72" REINFORCED CONCRETE PIPE RISER LF 693.8800 11,102.08 8.000 5,551 130 ROCK SLOPE PROTECTION CY 72.4500 12,968.55 179.000 12,968 (F) (LIGHT, METHOD B) (CY) PROGRAM CAS145 PAGE 6 DATE 09/07/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 09:17 AM ESTIMATE NO. 023 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/10/17 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 09/07/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 92.8600 6,964.50 75.000 6,964 (F) (CY) 132 CONCRETE (DITCH LINING) CY 1,002.0200 12,024.24 9.600 9,619 133 CONCRETE (CONCRETE APRON) CY 450.0000 16,200.00 34.790 15,655 134 SLOPE PAVING (ROCK COBBLE) SQFT 32.7700 119,643.27 3,651.000 119,643 (F) 135 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0800 2,284.80 521.700 2,128 136 DETECTABLE WARNING SURFACE SQFT 30.1300 2,078.97 63.240 1,905 137 MINOR CONCRETE (MISCELLANEOUS CY 442.1400 38,466.18 83.700 37,007 CONSTRUCTION) 138 MINOR CONCRETE (TEXTURED PAVING) CY 403.3000 169,386.00 386.090 155,710 139 MISCELLANEOUS IRON AND STEEL LB 1.7500 39,469.50 22,554.000 39,469 (F) 140 TEMPORARY FENCE (TYPE CL-6) LF 14.6500 3,369.50 230.000 3,369 141 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 30.7600 36,296.80 732.500 22,531 142 6" CHAIN LINK GATE EA 984.8500 3,939.40 4.000 3,939 (TYPE CL-6,VINYL CLAD) 143 CONCRETE BARRIER MARKER EA 15.4600 92.76 8.000 123 144 DELINEATOR (CLASS 1) EA 40.2100 5,227.30 138.000 5,548 145 GUARD RAILING DELINEATOR EA 15.4600 989.44 105.000 1,623 146 MIDWEST GUARDRAIL SYSTEM LF 25.6100 65,305.50 2,557.500 65,497 147 CABLE RAILING LF 55.1300 9,427.23 171.000 9,427 (F) 148 TRANSITION RAILING (TYPE WB-31) EA 3,510.1000 17,550.50 5.000 17,550 149 END ANCHOR ASSEMBLY (TYPE SFT) EA 789.9000 3,159.60 4.000 3,159 150 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,668.6900 5,337.38 2.000 5,337 151 CONCRETE BARRIER (TYPE 736) LF 137.2000 69,423.20 506.000 69,423 (F) 152 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0300 4,423.80 1,353.500 4,101 153 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2300 581.40 174.000 562 (ENHANCED WET NIGHT VISIBILITY) 154 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 3,160.00 12,977.000 2,595 155 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 3,625.00 11,604.000 2,901 156 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 7,980.00 30,933.000 8,661 (ENHANCED WET NIGHT VISIBILITY) 157 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 484.80 398.000 401 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) PROGRAM CAS145 PAGE 7 DATE 09/07/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 09:17 AM ESTIMATE NO. 023 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/10/17 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 09/07/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8100 494.10 569.000 460 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 159 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,960.00 13,746.000 4,123 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 160 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9100 4,923.10 5,250.000 4,777 (ENHANCED WET NIGHT VISIBILITY) 161 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 2,506.50 4,991.000 2,245 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 162 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4100 2,072.70 945.000 1,332 163 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0300 4,908.60 836.000 2,533 164 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,022.2400 2,022.24 1.000 2,022 SYSTEM ELEMENTS DURING CONSTRUCTION 165 LIGHTING AND SIGN ILLUMINATION LS 229,982.8100 229,982.81 1.000 229,982 166 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 33,486.3500 33,486.35 1.000 33,486 167 MODIFY TRAFFIC MONITORING STATION LS 13,982.8100 13,982.81 1.000 13,982 168 TRAFFIC MONITORING STATION LS 30,596.5600 30,596.56 1.000 30,596 169 CLOSED CIRCUIT TELEVISION SYSTEM LS 430,985.8400 430,985.84 1.000 430,985 170 MODIFY SIGNAL LS 13,525.7800 13,525.78 1.000 13,525 PROGRAM CAS145 PAGE 8 DATE 09/07/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 09:17 AM ESTIMATE NO. 023 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/10/17 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 09/07/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,073,065.01 ADJUSTMENT OF COMPENSATION 0.00 56,711.18 EXTRA WORK 0.00 631,499.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 10,761,276.09 171 MOBILIZATION LS 1,054,783.7300 1,054,783.73 1.000 1,054,783 ORIGINAL CONTRACT AMOUNT 11,952,886.00 TOTAL WORK COMPLETED 0.00 11,816,059.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 11,816,059.82 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 08/19/15 490 10/13/15 10/13/15 03/10/17 324 28 79 0 100% 100% CORBITT, JARED RESIDENT ENGINEER PROGRAM CAS145 DATE 09/07/17