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 01/22/15 EST. NO. 049 TIME 11:39 AM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- 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 0661 239.43 E.W. @ F.A.(+) 062814 N 2038.0 0741 377.27 111714 N 2508.0 0742 377.27 111814 N 2509.0 0743 377.27 111914 N 2510.0 0744 377.27 112014 N 2511.0 0745 377.27 112114 N 2512.0 0746 423.42 112214 N 2513.0 0747 377.27 112414 N 2514.0 0748 377.27 112514 N 2515.0 0749 377.27 120414 N 2516.0 0751 377.27 120514 N 2518.0 0752 377.27 120614 N 2519.0 0753 364.86 120814 N 2520.0 0754 364.86 120914 N 2521.0 0755 364.86 121014 N 2522.0 0756 782.21 120214 N 2523.0 0757 1,806.35 120214 N 2524.0 0758 893.79 120314 N 2526.0 009 0091 1,666.50 E.W. @ U.P (+) 110514 N 2536.0 0092 3,148.75 E.W. @ F.A.(+) 110514 N 2536.1 015 0003 7,858.72 E.W. @ L.S.(+) 010615 N 1003 0 025 0162 761.24 E.W. @ F.A.(+) 112114 N 2573.0 026 0010 370.77 A.C. @ L.S.(+) 011615 N 1010 0 039 0025 1,214.40 E.W. @ F.A.(+) 061011 N 0128.1 048 0079 3,486.93 E.W. @ F.A.(+) 100814 N 2263.0 0083 1,870.54 E.W. @ U.P (+) 100714 N 2267.0 0084 1,870.54 102014 N 2268.0 0085 1,870.54 102114 N 2269.0 0086 1,870.54 102214 N 2270.0 0087 1,870.54 102314 N 2271.0 0088 1,870.54 102714 N 2272.0 0089 1,870.54 102814 N 2273.0 0090 1,870.54 102914 N 2274.0 0091 1,870.54 103014 N 2275.0 0092 1,870.54 111314 N 2276.0 0138-1 -1,870.54 071714 N 2370.0 DAO CORRECTING ENTRY 0139-1 -1,870.54 072214 N 2371.0 DAO CORRECTING ENTRY 0140-1 -1,870.54 072314 N 2372.0 DAO CORRECTING ENTRY 0144 1,870.54 091514 N 2376.0 0145 1,870.54 100814 N 2377.0 0146 1,870.54 101414 N 2378.0 0147 1,870.54 101514 N 2379.0 0148 1,870.54 101614 N 2380.0 0149 1,870.54 111714 N 2381.0 0150 1,870.54 111814 N 2382.0 0151 1,870.54 111914 N 2383.0 0154 1,746.12 E.W. @ F.A.(+) 053014 N 2574.0 0156 3,841.99 060514 N 2576.0 0157 3,914.54 060614 N 2577.0 0158 531.66 120614 N 2578.0 0170 17,826.50 E.W. @ L.S.(+) 011615 N 1170 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/22/15 EST. NO. 049 TIME 11:39 AM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0175 41,004.00 A.C. @ L.S.(+) 011615 N 1175 0 0176 12,275.90 011615 N 1176 0 0177 15,629.20 011615 N 1177 0 080 0033 469.00 E.W. @ F.A.(+) 100914 N 2579.0 101 0006 202.92 A.C. @ L.S.(+) 011615 N 1006 0 138 0035 1,870.54 E.W. @ F.A.(+) 111214 N 2301.0 0037 8,171.90 102414 N 2319.0 0038 370.63 111214 N 2320.0 0039 1,870.54 092314 N 2385.0 0040 1,870.54 092414 N 2386.0 0041 1,870.54 092514 N 2387.0 0042 1,870.54 092614 N 2388.0 0043 1,870.54 100314 N 2389.0 0053 1,870.54 111914 N 2399.0 0056 1,870.54 112014 N 2402.0 0058 1,870.54 112114 N 2404.0 0060 1,870.54 112214 N 2406.0 0061 1,870.54 112414 N 2407.0 0062 1,870.54 112514 N 2408.0 0063 1,870.54 120114 N 2409.0 0064 1,870.54 120414 N 2410.0 0065 1,870.54 120514 N 2411.0 0066 1,870.54 120614 N 2412.0 0067 970.88 101314 N 2318.1 0068 5,209.78 092314 N 2580.0 0069 2,594.43 092414 N 2581.0 0070 353.07 111714 N 2582.0 0071 299.68 111814 N 2583.0 0072 2,040.17 112514 N 2584.0 0073 2,018.72 120514 N 2587.0 0075 285.09 120914 N 2589.0 0077 2,069.86 120514 N 2586.0 0078 2,933.65 120914 N 2590.0 0079 264.00 101014 N 2285.1 0080 176.00 101114 N 2286.1 0081 176.00 102214 N 2287.1 0082 1,870.54 120814 N 2434.0 0083 1,870.54 120914 N 2435.0 0084 1,870.54 121014 N 2436.0 0087 1,870.54 100414 N 2440.0 139 0015 1,639.00 E.W. @ F.A.(+) 091413 N 2591.0 157 0071 293.06 E.W. @ F.A.(+) 111214 N 2592.0 0072 1,212.34 111414 N 2593.0 0073 357.01 111414 N 2594.0 0074 3,026.56 111714 N 2595.0 0075 549.33 111714 N 2596.0 0076 562.99 111814 N 2597.0 0077 3,445.74 111814 N 2598.0 0078 932.80 100814 N 2205.1 0079 1,138.50 111214 N 2302.1 0080 838.00 111314 N 2303.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 01/22/15 EST. NO. 049 TIME 11:39 AM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 160 0006 2,317.60 E.W. @ L.S.(+) 010615 N 1006 0 177 0001 2,772.00 E.W. @ L.S.(+) 010615 N 1001 0 179 0002 2,724.92 A.C. @ L.S.(+) 011615 N 1002 0 180 0001 338.61 E.W. @ F.A.(+) 041714 N 1858.1 181 0010 185.42 E.W. @ F.A.(+) 092214 N 2224.0 0011 395.48 092314 N 2225.0 0012 664.04 092414 N 2226.0 0013 124.84 092514 N 2227.0 0014 654.45 092314 N 2313.0 0015 654.45 092414 N 2314.0 0016 654.45 092514 N 2315.0 0021 1,185.78 091314 N 2316.0 0022 614.74 090414 N 2321.0 0023 1,541.39 090614 N 2322.0 0024 2,793.64 090714 N 2323.0 0025 325.02 092214 N 2324.0 187 0002 179.45 E.W. @ F.A.(+) 092914 N 2238.0 0003 657.80 091614 N 2237.1 190 0004 537.15 E.W. @ F.A.(+) 111414 N 2602.0 251,680.94 TOTAL THIS ESTIMATE 10,395,027.35 TOTAL PREVIOUS ESTIMATE 10,646,708.29 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 01/22/15 EST. NO. 049 TIME 11:39 AM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMIT CEM 4401 -10,000.00 014 RETURN DED CEM 4401 10,000.00 016 LATE CLOSURE REOPEN -78,200.00 017 SOLID WASTE SUBMIT 10,000.00 026 LATE CLOSURE OPENING -6,600.00 038 WRONG RET #26 -10,000.00 038 LATE CLOSURE OPENING -316,700.00 043 0.00 -401,500.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 003 MISSING PAYROLLS 2,000.00 004 RESTITUTION CHKS REQ -5,000.00 007 RET DEDUC. PAYROLLS 5,000.00 010 UNDERPAY WAGES/MISCL -5,000.00 016 MISSING WORK CLASS -2,000.00 018 CORRECTED PAYROLLS 2,000.00 019 APPRENTICE WORKING -5,000.00 020 UNDERPAYMENT SUNDAYS -5,000.00 020 RET DED APPRNT WORKG 5,000.00 023 RET DED UNDERPAYWAGE 5,000.00 023 UNDERPAYMENT SUNDAYS 5,000.00 026 CROSSTOWN ELECTRICAL -2,000.00 036 MCCANTS TRUCKING -5,000.00 036 CROSSTOWN ELECTRICAL 2,000.00 043 MCCANTS TRUCKING 5,000.00 043 0.00 0.00 LIQUIDATED DAMAGES LATE CLOSURE/OPENING -66,400.00 022 0.00 -66,400.00 TOTAL DEDUCTIONS 0.00 -467,900.00 PROGRAM CAS145 PAGE 1 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 LOCATION PROGRESS ESTIMATE 12-ORA-22-0.6/0.9 ----------------- ATKINSON CONTRACTORS L P IN ORANGE COUNTY IN SEAL BEACH, 27422 PORTOLA PARKWAY STE 250 LONG BEACH AND LOS ALAMITOS ON FOOTHILL RANCH CA 92610 ROUTES 22, 405 AND 605 FED. AID NO. CMLN-6071(71) ,N-6071(71) RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.500 3,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 7,000.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,540.0000 3,251,200.00 31.000 78,740.00 1,417.000 3,599,180 004 TEMPORARY FENCE LF 6.5000 98,150.00 5,350.000 34,775 005 TEMPORARY SUPPORT LS 125,000.0000 125,000.00 1.000 125,000 006 TEMPORARY 18" DOWNDRAIN LF 40.0000 4,800.00 0.000 0 007 18" TEMPORARY CULVERT LF 36.0000 20,160.00 0.000 0 008 24" TEMPORARY CULVERT LF 38.0000 29,640.00 912.000 34,656 009 36" TEMPORARY CULVERT LF 54.0000 8,100.00 14.400 777 010 PLACE TEMPORARY HOT MIX ASPHALT DIKE LF 3.0000 1,050.00 0.000 0 011 TEMPORARY PIPE INLET LF 340.0000 12,580.00 0.000 0 012 TEMPORARY FLARED END SECTION EA 605.0000 2,420.00 4.000 2,420 013 TEMPORARY ROCK SLOPE PROTECTION TON 127.0000 254.00 0.000 0 014 TEMPORARY MINOR CONCRETE CY 720.0000 5,040.00 0.900 648 015 TEMPORARY STRUCTURAL CONCRETE (BOX CY 650.0000 6,500.00 0.000 0 CULVERT) 016 CONSTRUCTION SITE MANAGEMENT LS 110,000.0000 110,000.00 1.000 110,000 017 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.400 1,600.00 0.900 3,600 PREVENTION PLAN 018 TEMPORARY FIBER ROLL LF 3.0000 206,700.00 127,721.500 383,164 019 TEMPORARY CONSTRUCTION ENTRANCE EA 782.0000 56,304.00 15.000 11,730 020 MOVE-IN/MOVE-OUT EA 500.0000 9,000.00 10.000 5,000 (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 119.0000 83,300.00 643.000 76,517 022 STREET SWEEPING LS 95,000.0000 95,000.00 1.000 95,000 PROGRAM CAS145 PAGE 2 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT BIN EA 2,400.0000 180,000.00 85.000 204,000 024 TEMPORARY SOIL BINDER SQYD 0.0600 18,720.00 117,972.000 7,078 025 CONSTRUCTION AREA SIGNS LS 490,000.0000 490,000.00 0.044 21,560.00 1.000 490,000 026 TRAFFIC CONTROL SYSTEM LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 027 TYPE II BARRICADE EA 500.0000 15,500.00 0.000 0 028 TYPE III BARRICADE EA 80.0000 2,160.00 5.000 400 029 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2000 22,220.00 13,267.000 29,187 030 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 70,400.00 5,267.000 1,053.40 842,831.000 168,566 031 CHANNELIZER (EMBEDDED) EA 90.0000 1,530.00 14.000 1,260 032 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 75,150.00 1,279.000 57,555 033 TEMPORARY PAVEMENT MARKER EA 2.6000 172,640.00 62,952.000 163,675 034 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,650.0000 13,200.00 6.000 9,900 035 TEMPORARY TERMINAL SECTION (TYPE K) MOD EA 1,770.0000 10,620.00 0.000 0 036 TEMPORARY RAILING (TYPE 60R) MOD EA 14,000.0000 56,000.00 1.000 14,000 037 PORTABLE CHANGEABLE MESSAGE SIGN LS 184,000.0000 184,000.00 1.000 184,000 038 TEMPORARY RAILING (TYPE K) LF 6.0000 1,308,000.00 175,162.000 1,050,972 039 TEMPORARY CRASH CUSHION MODULE EA 95.0000 163,400.00 1,068.000 101,460 040 TEMPORARY TRAFFIC SCREEN LF 2.0000 195,200.00 35,430.000 70,860 041 TEMPORARY CURB RAMP DETECTABLE WARNING SQFT 12.0000 1,440.00 0.000 0 SURFACE 042 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2000 21,840.00 13,664.000 16,396 STRIPE (HAZARDOUS WASTE) 043 REMOVE CHAIN LINK FENCE LF 5.0000 23,700.00 5,051.000 25,255 044 REMOVE METAL BEAM GUARD RAILING LF 7.0000 66,080.00 9,540.500 66,783 045 REMOVE PAVEMENT MARKING SQFT 2.6000 2,002.00 6,513.000 16,933 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 115,600.00 210,038.000 84,015 047 REMOVE PAVEMENT MARKER EA 0.7000 12,180.00 13,676.000 9,573 048 REMOVE ROADSIDE SIGN EA 125.0000 11,875.00 97.000 12,125 049 REMOVE ROADSIDE SIGN EA 200.0000 5,200.00 26.000 5,200 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 3 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 4,600.0000 78,200.00 16.000 73,600 051 REMOVE DRAINAGE FACILITY EA 725.0000 44,225.00 63.000 45,675 052 REMOVE CULVERT LF 17.0000 47,430.00 2,982.300 50,699 053 REMOVE SLOPE DRAIN EA 1,545.0000 4,635.00 3.000 4,635 054 REMOVE REINFORCED CONCRETE BOX CULVERT LF 17.0000 16,830.00 2,018.000 34,306 055 REMOVE RETAINING WALL SQFT 2.0000 18,120.00 7,040.800 14,081 056 REMOVE CONCRETE PAVEMENT SQYD 5.0000 203,500.00 49,737.990 248,689 057 ADJUST MANHOLE TO GRADE EA 3,315.0000 3,315.00 1.000 3,315 058 MODIFY SIGN STRUCTURE EA 3,500.0000 3,500.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 42,200.00 4,215.000 42,150 060 REMOVE CONCRETE (HEADWALL) CY 195.0000 3,510.00 26.250 5,118 061 REMOVE CONCRETE CURB LF 2.0000 12,400.00 6,196.470 12,392 062 REMOVE CONCRETE SIDEWALK SQFT 0.6500 3,289.00 5,979.000 3,886 063 REMOVE CONCRETE (CHANNEL) CY 21.0000 10,080.00 798.700 16,772 064 REMOVE CONCRETE BARRIER LF 7.0000 128,800.00 18,326.000 128,282 065 REMOVE CONCRETE (DITCH) LF 7.2500 97,150.00 13,761.500 99,770 066 REMOVE CONCRETE (MISCELLANEOUS) SQFT 74.0000 5,624.00 76.000 5,624 067 REMOVE SOUND WALL SQFT 1.5000 58,950.00 35,748.290 53,622 068 REMOVE CRASH CUSHION (SAND FILLED) EA 2,940.0000 2,940.00 2.000 5,880 069 BRIDGE REMOVAL, LOCATION A LS 147,000.0000 147,000.00 1.000 147,000 070 BRIDGE REMOVAL, LOCATION B LS 137,000.0000 137,000.00 0.956 130,972 071 BRIDGE REMOVAL, LOCATION D LS 71,500.0000 71,500.00 1.000 71,500 072 BRIDGE REMOVAL, LOCATION E LS 116,500.0000 116,500.00 1.000 116,500 073 BRIDGE REMOVAL (PORTION), LOCATION F LS 16,500.0000 16,500.00 1.000 16,500 074 BRIDGE REMOVAL (PORTION), LOCATION 10 LS 30,700.0000 30,700.00 1.000 30,700 075 CLEARING AND GRUBBING LS 650,000.0000 650,000.00 1.000 650,000 076 DEVELOP WATER SUPPLY LS 180,000.0000 180,000.00 1.000 180,000 PROGRAM CAS145 PAGE 4 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION CY 10.0000 3,560,000.00 543,704.463 5,437,044 078 ROADWAY EXCAVATION (TYPE Z-3) CY 253.0000 824,780.00 3,273.000 828,069 (AERIALLY DEPOSITED LEAD) 079 ROADWAY EXCAVATION (TYPE Y-1) CY 6.6000 57,420.00 8,035.310 53,033 (AERIALLY DEPOSITED LEAD) 080 ROADWAY EXCAVATION (TYPE Y-2) CY 6.0000 16,320.00 1,036.000 6,216 (AERIALLY DEPOSITED LEAD) 081 LEAD COMPLIANCE PLAN LS 8,500.0000 8,500.00 1.000 8,500 082 ADL BURIAL LOCATION REPORT LS 22,000.0000 22,000.00 0.900 19,800 083 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 1,009,980.00 28,187.000 1,014,732 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 16.0000 91,648.00 6,040.000 96,640 (F) 085 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 340,500.00 17,084.000 341,680 (F) 086 STRUCTURE BACKFILL (SLURRY CEMENT) CY 86.0000 16,340.00 180.000 15,480 (F) 087 BACKFILL (SLURRY CEMENT) CY 166.0000 8,466.00 5.870 974 088 STRUCTURE BACKFILL (RETAINING WALL) CY 13.0000 91,962.00 7,469.000 97,097 (F) 089 PERVIOUS BACKFILL MATERIAL CY 65.0000 10,465.00 161.000 10,465 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 14,300.00 143.000 14,300 (F) WALL) 091 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 604,000.00 15,100.000 604,000 (F) (CLASS II) 092 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 112,000.00 2,800.000 112,000 (F) (CLASS IV) 093 DITCH EXCAVATION CY 11.0000 168,300.00 22,621.450 248,835 094 EARTH RETAINING STRUCTURE, LOCATION 3 SQFT 35.0000 528,500.00 15,100.000 528,500 (F) 095 EARTH RETAINING STRUCTURE, LOCATION 4 SQFT 42.0000 1,054,200.00 25,100.000 1,054,200 (F) 096 EARTH RETAINING STRUCTURE, LOCATION 5 SQFT 36.0000 621,000.00 17,250.000 621,000 (F) 097 EARTH RETAINING STRUCTURE, LOCATION 6 SQFT 46.0000 184,000.00 4,000.000 184,000 (F) 098 EARTH RETAINING STRUCTURE, LOCATION 7 SQFT 35.0000 313,250.00 8,950.000 313,250 (F) 099 PRECAST CONCRETE WALL SQFT 45.0000 663,750.00 14,750.000 663,750 (F) 100 IMPORTED BORROW CY 0.5000 74,500.00 143,928.120 71,964 101 HIGHWAY PLANTING LS 92,000.0000 92,000.00 1.000 92,000 102 ROCK BLANKET SQYD 59.0000 457,840.00 8,179.000 482,561 103 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,500.00 4.000 2,000 PROGRAM CAS145 PAGE 5 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0600 12,960.00 10,440.000 626 (SQFT) 105 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0400 49,600.00 611,162.000 24,446 106 TRANSPLANT PALM TREE LS 8,000.0000 8,000.00 1.000 8,000 107 MAINTAIN EXISTING PLANTED AREAS LS 172,000.0000 172,000.00 1.000 172,000 108 PLANT ESTABLISHMENT WORK LS 53,000.0000 53,000.00 1.000 53,000 109 MAINTAIN EXISTING IRRIGATION FACILITIES LS 80,000.0000 80,000.00 0.014 1,120.00 0.979 78,320 110 IRRIGATION SYSTEM LS 195,000.0000 195,000.00 0.672 131,040 111 12" CORRUGATED HIGH DENSITY LF 70.0000 82,600.00 1,037.000 72,590 (F) POLYETHYLENE PIPE CONDUIT 112 EXTEND 6" CONDUIT LF 225.0000 4,500.00 20.000 4,500 (F) 113 EXTEND 10" CONDUIT LF 97.0000 13,580.00 140.000 13,580 (F) 114 CLASS 2 AGGREGATE SUBBASE CY 20.0000 44,600.00 4,198.200 83,964 115 CLASS 2 AGGREGATE BASE CY 20.0000 410,000.00 19,684.500 393,690 116 CLASS 3 AGGREGATE BASE CY 20.0000 95,000.00 6,772.000 135,440 117 LEAN CONCRETE BASE RAPID SETTING CY 585.0000 12,870.00 21.000 12,285 118 HOT MIX ASPHALT TON 66.0000 6,732,000.00 4.180 275.88 104,521.350 6,898,409 119 HOT MIX ASPHALT (OPEN GRADED) TON 77.5000 45,725.00 761.560 59,020 120 PAVEMENT REINFORCING FABRIC SQYD 2.8500 2,964.00 1,034.000 2,946 121 DATA CORE LS 10,000.0000 10,000.00 0.000 0 122 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 960.00 330.000 990 123 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 8,880.00 2,540.000 7,620 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 18,870.00 2,845.000 8,535 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 26,130.00 5,630.000 16,890 126 PLACE HOT MIX ASPHALT SQYD 17.0000 4,760.00 280.000 4,760 (MISCELLANEOUS AREA) 127 TACK COAT TON 600.0000 28,200.00 21.300 12,780 128 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 4,912,500.00 38,797.820 4,849,727 129 CONCRETE PAVEMENT (RAMP TERMINI) CY 220.0000 66,000.00 292.000 64,240 130 CONCRETE PAVEMENT (RAMP TERMINI RAPID CY 545.0000 25,070.00 44.000 23,980 STRENGTH CONCRETE) PROGRAM CAS145 PAGE 6 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL PAVEMENT JOINT LF 1.4500 218,950.00 129,087.250 187,176 132 SEAL ISOLATION JOINT LF 6.3000 192,150.00 24,198.000 152,447 133 FURNISH 48" STEEL PIPE PILING LF 380.0000 1,040,820.00 2,739.000 1,040,820 134 DRIVE 48" STEEL PIPE PILE EA 24,000.0000 576,000.00 24.000 576,000 135 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 26.0000 35,776.00 1,292.000 33,592 136 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 22.0000 59,114.00 2,317.000 50,974 137 FURNISH PILING (CLASS 200) LF 45.0000 3,533,670.00 81,285.620 3,657,852 (ALTERNATIVE W) 138 DRIVE PILE (CLASS 200) EA 1,300.0000 1,761,500.00 1,371.000 1,782,300 (ALTERNATIVE W) 139 FURNISH PILING (CLASS 200) LF 21.0000 1,043,910.00 49,885.280 1,047,590 (ALTERNATIVE X) 140 DRIVE PILE (CLASS 200)(ALTERNATIVE X) EA 1,300.0000 1,144,000.00 880.000 1,144,000 141 16" CAST-IN-DRILLED-HOLE CONCRETE LF 31.0000 264,740.00 8,716.500 270,211 PILING (SOUND WALL) 142 24" CAST-IN-DRILLED-HOLE CONCRETE LF 28.0000 23,520.00 843.250 23,611 PILING (SOUND WALL) 143 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2,100,000.0000 2,100,000.00 1.000 2,100,000 144 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 130.0000 1,018,810.00 7,910.000 1,028,300 (F) 145 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 16,516,000.00 33,032.000 16,516,000 (F) 146 STRUCTURAL CONCRETE, RETAINING WALL CY 320.0000 704,000.00 2,355.000 753,600 (F) 147 STRUCTURAL CONCRETE, BARRIER SLAB CY 340.0000 750,380.00 2,207.000 750,380 (F) 148 STRUCTURAL CONCRETE, APPROACH SLAB CY 520.0000 411,840.00 792.000 411,840 (F) (TYPE N) 149 STRUCTURAL CONCRETE, BOX CULVERT CY 720.0000 1,232,640.00 1,732.800 1,247,616 (F) 150 CLASS 1 CONCRETE (BIXBY CHANNEL) CY 280.0000 711,480.00 2,557.100 715,988 (F) 151 MINOR CONCRETE (MINOR STRUCTURE) CY 770.0000 906,290.00 1,209.750 931,507 (F) 152 MINOR CONCRETE (SOUND WALL) CY 235.0000 109,510.00 482.000 113,270 (F) 153 FRACTURED RIB TEXTURE SQFT 10.0000 256,920.00 25,550.000 255,500 (F) 154 SLATE TEXTURE SQFT 91.0000 7,280.00 80.000 7,280 (F) 155 DRILL AND BOND DOWEL LF 30.0000 2,250.00 134.000 4,020 156 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 28.0000 952.00 34.000 952 157 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 1,247,484.00 6,800.000 81,600.00 111,816.000 1,341,792 (F) PROGRAM CAS145 PAGE 7 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PTFE BEARING EA 4,100.0000 73,800.00 18.000 73,800 159 PTFE SPHERICAL BEARING EA 8,140.0000 122,100.00 15.000 122,100 160 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 360.0000 15,120.00 42.000 15,120 161 JOINT SEAL ASSEMBLY (MR 3") LF 360.0000 68,040.00 189.000 68,040 162 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 360.0000 52,920.00 147.000 52,920 163 JOINT SEAL ASSEMBLY (MR 5") LF 755.0000 31,710.00 42.000 31,710 164 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 755.0000 44,545.00 59.000 44,545 165 JOINT SEAL ASSEMBLY (MR 6") LF 755.0000 76,255.00 101.000 76,255 166 JOINT SEAL (MR 2") LF 120.0000 7,200.00 60.000 7,200 167 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,115.0000 65,785.00 59.000 65,785 168 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 1,745.0000 102,955.00 59.000 102,955 169 JOINT SEAL ASSEMBLY (MR 13") LF 2,080.0000 122,720.00 59.000 122,720 170 BAR REINFORCING STEEL (BRIDGE) LB 0.6200 6,603,558.00 10,669,009.000 6,614,785 (F) 171 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 214,038.75 323,389.000 242,541 (F) 172 BAR REINFORCING STEEL (SOUND WALL) LB 0.9300 48,732.00 57,650.000 53,614 (F) 173 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6400 161,280.00 252,000.000 161,280 (F) 174 BAR REINFORCING STEEL (CHANNEL) LB 0.8600 234,663.90 274,723.000 236,261 (F) 175 HEADED BAR REINFORCEMENT EA 7.0000 209,769.00 29,967.000 209,769 (F) 176 FURNISH SIGN STRUCTURE (TRUSS) LB 2.1500 1,376,344.00 615,280.000 1,322,852 (F) 177 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 160,040.00 615,280.000 153,820 (F) 178 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 8.0000 69,280.00 8,146.330 65,170 179 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 2,250.00 0.000 0 180 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 4,650.00 0.000 0 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 5,340.00 0.000 0 (0.063"-UNFRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.5000 3,965.00 0.000 0 (0.080"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,040.00 0.000 0 (0.063"-FRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 2,550.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 450.0000 63,000.00 162.400 73,080 (SIGN FOUNDATION) 186 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 765.0000 489,600.00 652.530 499,185 (SIGN FOUNDATION) 187 METAL (SOUND WALL MOUNTED SIGN) LB 15.0000 8,400.00 0.000 0 188 METAL (RAIL MOUNTED SIGN) LB 11.0000 16,830.00 1,210.000 13,310 189 ROADSIDE SIGN - ONE POST EA 485.0000 29,100.00 58.000 28,130 190 ROADSIDE SIGN - TWO POST EA 1,200.0000 15,600.00 12.000 14,400 191 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 7,175.00 38.000 6,650 METHOD) 192 INSTALL ROADSIDE SIGN EA 4,500.0000 18,000.00 4.000 18,000 (LAMINATED WOOD BOX POST) 193 FIELD LEAKAGE TESTING LF 20.0000 33,000.00 899.000 17,980 194 2" PLASTIC PIPE LF 2.0000 4,162.00 2,081.000 4,162 (F) 195 3" PLASTIC PIPE LF 2.0000 6,912.00 3,456.000 6,912 (F) 196 4" PLASTIC PIPE LF 3.0000 11,427.00 3,809.000 11,427 (F) 197 18" REINFORCED CONCRETE PIPE LF 56.0000 115,920.00 1,939.000 108,584 198 24" REINFORCED CONCRETE PIPE LF 67.0000 558,110.00 8,573.500 574,424 199 36" REINFORCED CONCRETE PIPE LF 103.0000 32,960.00 308.000 31,724 200 48" REINFORCED CONCRETE PIPE LF 345.0000 10,350.00 27.000 9,315 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 202 DRAINAGE INLET MARKER EA 250.0000 750.00 0.000 0 203 GRATED LINE DRAIN LF 95.0000 195,700.00 2,580.000 245,100 204 12" WELDED STEEL PIPE CASING (BRIDGE) LF 130.0000 24,960.00 192.000 24,960 205 24" WELDED STEEL PIPE CASING (BRIDGE) LF 135.0000 40,770.00 294.500 39,757 206 36" WELDED STEEL PIPE CASING (BRIDGE) LF 190.0000 21,280.00 112.000 21,280 207 16" WELDED STEEL PIPE (0.375" WALL LF 69.0000 11,040.00 138.000 9,522 THICKNESS) 208 24" WELDED STEEL PIPE (0.375" WALL LF 173.0000 6,055.00 0.000 0 THICKNESS) 209 18" ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 2.000 1,200 210 24" ALTERNATIVE FLARED END SECTION EA 650.0000 1,950.00 2.000 1,300 211 ROCK SLOPE PROTECTION TON 245.0000 9,800.00 135.930 33,302 (FACING, METHOD B) PROGRAM CAS145 PAGE 9 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE (DITCH LINING) CY 300.0000 417,000.00 80.000 24,000.00 1,448.300 434,490 213 SLOPE PAVING (CONCRETE) CY 375.0000 29,625.00 79.000 29,625 (F) 214 SLOPE PAVING (CONCRETE)(RIVER COBBLE) CY 465.0000 70,215.00 151.000 70,215 (F) 215 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 20,875.00 14,706.000 36,765 216 MINOR CONCRETE (CURB,GUTTER,SIDEWALK,BUS CY 300.0000 150,000.00 417.640 125,292 PAD,ROCK BLANKET AND ANCHOR BLOCK) 217 MISCELLANEOUS IRON AND STEEL LB 1.5000 187,257.00 113,501.000 170,251 (F) 218 ISOLATION CASING LB 3.0000 149,100.00 49,700.000 149,100 (F) 219 MISCELLANEOUS METAL LB 17.0000 42,925.00 833.000 14,161.00 2,525.000 42,925 (F) (RESTRAINER - CABLE TYPE) 220 MISCELLANEOUS METAL (BRIDGE) LB 6.5000 14,430.00 2,220.000 14,430.00 2,220.000 14,430 (F) 221 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 200,640.00 33,440.000 200,640 (F) 222 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 39,750.00 4,045.000 60,675 223 12' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 8,500.00 0.000 0 224 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 0.000 0 225 METAL BEAM GUARD RAILING (WOOD POST) LF 19.5000 362,700.00 606.500 11,826.75 16,589.500 323,495 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 1,680.00 48.000 1,680 227 CHAIN LINK RAILING (TYPE 7) LF 54.5000 68,779.00 1,262.000 68,779 (F) 228 TUBULAR HANDRAILING LF 44.0000 47,696.00 1,084.000 47,696 (F) 229 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 126.0000 293,832.00 2,332.000 293,832 (F) 230 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 10,200.00 337.500 10,125 (WOOD POST) 231 CABLE RAILING LF 20.0000 1,800.00 90.000 1,800 (F) 232 TRANSITION RAILING (TYPE WB) EA 2,800.0000 42,000.00 2.000 5,600.00 12.000 33,600 233 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 18,200.00 1.000 650.00 25.000 16,250 234 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,125.0000 9,375.00 2.000 6,250 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 69,750.00 1.000 2,250.00 28.000 63,000 236 CRASH CUSHION (REACT 9SCBS) EA 48,200.0000 192,800.00 -1.000 -48,200.00 3.000 144,600 237 CONCRETE BARRIER (TYPE 60) LF 54.0000 427,680.00 9,028.000 487,512 238 CONCRETE BARRIER (TYPE 60C) LF 72.0000 46,800.00 644.000 46,368 PROGRAM CAS145 PAGE 10 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60D) LF 228.0000 4,104.00 101.000 23,028 240 CONCRETE BARRIER (TYPE 60G) LF 47.0000 438,980.00 7,871.610 369,965 241 CONCRETE BARRIER (TYPE 60GA) LF 45.0000 133,290.00 2,962.000 133,290 (F) 242 CONCRETE BARRIER (TYPE 60GC) LF 74.0000 24,420.00 323.000 23,902 243 CONCRETE BARRIER (TYPE 60S) LF 58.0000 61,480.00 1,054.000 61,132 244 CONCRETE BARRIER (TYPE 60R) LF 195.0000 473,850.00 1,980.000 386,100 245 CONCRETE BARRIER (TYPE 60D)(MODIFIED) LF 60.0000 73,200.00 1,220.000 73,200 (F) 246 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 65.0000 976,950.00 65.000 4,225.00 15,095.000 981,175 (F) 247 CONCRETE BARRIER (TYPE 736B) LF 138.0000 41,400.00 348.550 48,099 248 CONCRETE BARRIER (TYPE 736SV) LF 108.0000 306,180.00 164.000 17,712.00 5,515.000 595,620 (F) 249 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 51,000.00 112.000 22.40 119,276.000 23,855 250 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,982.00 3,531.000 2,471 251 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 20,560.00 12,347.000 9,877 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,920.00 11,774.000 4,709 (BROKEN 12-3) 253 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6500 11,766.00 229.000 606.85 3,118.000 8,262 254 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 260.00 387.000 387 (BROKEN 6-1) 255 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 42,300.00 75,439.000 22,631 (BROKEN 36-12) 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,746.00 3,798.000 2,278 (BROKEN 17-7) 257 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,312.00 8,070.000 6,456 (BROKEN 36-12) 258 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 8,180.00 18,968.000 3,793.60 39,868.000 7,973 259 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 11,000.00 10,456.000 10,456 260 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 37,800.00 10,530.000 31,590 261 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,800.0000 4,800.00 0.500 2,400.00 1.000 4,800 SYSTEM ELEMENTS DURING CONSTRUCTION 262 LIGHTING LS 62,500.0000 62,500.00 1.000 62,500 263 LIGHTING (CITY STREET) LS 72,000.0000 72,000.00 1.000 72,000 264 LIGHTING (TUNNEL) LS 25,100.0000 25,100.00 1.000 25,100 265 TEMPORARY LIGHTING LS 412,000.0000 412,000.00 1.000 412,000 PROGRAM CAS145 PAGE 11 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 LIGHTING AND SIGN ILLUMINATION LS 1,000,005.0000 1,000,005.00 0.053 53,000.27 0.953 953,004 267 ELECTRIC SERVICE (IRRIGATION) LS 19,000.0000 19,000.00 1.000 19,000 268 MODIFY TRAFFIC MONITORING STATION LS 64,500.0000 64,500.00 1.000 64,500 (LOCATION 1) 269 MODIFY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 1.000 44,000 (LOCATION 2) 270 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 45,600.0000 45,600.00 0.046 2,097.60 1.000 45,600 (LOCATION 3) 271 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 84,000.0000 84,000.00 1.000 84,000 (LOCATION 4) 272 MODIFY TRAFFIC MONITORING STATIONDRAIN LS 30,500.0000 30,500.00 1.000 30,500 (LOCATION 5) 273 MODIFY TRAFFIC MONITORING STATION LS 41,500.0000 41,500.00 0.900 37,350 (LOCATION 6) 274 MODIFY TRAFFIC MONITORING STATION LS 54,000.0000 54,000.00 0.053 2,862.00 0.953 51,462 (LOCATION 7) 275 MODIFY TRAFFIC MONITORING STATION LS 34,500.0000 34,500.00 1.000 34,500 (LOCATION 8) 276 TEMPORARY TRAFFIC MONITORING STATION LS 42,500.0000 42,500.00 1.000 42,500 (LOCATION 1) 277 TEMPORARY TRAFFIC MONITORING STATION LS 48,500.0000 48,500.00 1.000 48,500 (LOCATION 2) 278 TEMPORARY TRAFFIC MONITORING STATION LS 49,000.0000 49,000.00 1.000 49,000 (LOCATION 3) 279 TEMPORARY TRAFFIC MONITORING STATION LS 73,900.0000 73,900.00 1.000 73,900 (LOCATION 4) 280 TEMPORARY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 1.000 44,000 (LOCATION 5) 281 TEMPORARY TRAFFIC MONITORING STATION LS 45,800.0000 45,800.00 1.000 45,800 (LOCATION 6) 282 TEMPORARY TRAFFIC MONITORING STATION LS 49,500.0000 49,500.00 1.000 49,500 (LOCATION 7) 283 TEMPORARY TRAFFIC MONITORING STATION LS 35,900.0000 35,900.00 1.000 35,900 (LOCATION 8) 284 TRAFFIC MONITORING STATION LS 24,900.0000 24,900.00 1.000 24,900 285 TEMPORARY CLOSED CIRCUIT TELEVISION LS 449,000.0000 449,000.00 1.000 449,000 SYSTEM 286 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 43,700.0000 43,700.00 1.000 43,700 287 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 29,000.0000 29,000.00 1.000 29,000 288 TEMPORARY RAMP METERING SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 (LOCATION 1) 289 TEMPORARY RAMP METERING SYSTEMER LS 115,000.0000 115,000.00 1.000 115,000 (LOCATION 2) 290 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 170,000.0000 170,000.00 1.000 170,000 291 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 40,500.0000 40,500.00 1.000 40,500 292 TEMPORARY SIGNAL AND LIGHTING LS 139,000.0000 139,000.00 1.000 139,000 (LOCATION 1) PROGRAM CAS145 PAGE 12 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 TEMPORARY SIGNAL AND LIGHTING LS 56,000.0000 56,000.00 1.000 56,000 (LOCATION 2) 294 COMMUNICATION SYSTEM LS 1,000,000.0000 1,000,000.00 0.097 97,000.00 1.000 1,000,000 295 SYSTEM TESTING AND DOCUMENTATION LS 24,000.0000 24,000.00 0.818 19,632.00 0.900 21,600 296 TRAINING LS 9,000.0000 9,000.00 1.000 9,000 297 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 298 12" BITUMINOUS COATED CORRUGATED STEEL LF 330.0000 4,620.00 27.000 8,910 PIPE (.079" THICK) PROGRAM CAS145 PAGE 13 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 11:39 AM ESTIMATE NO. 049 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 414,018.75 94,825,270.05 ADJUSTMENT OF COMPENSATION 72,207.71 5,532,606.23 EXTRA WORK 179,473.23 5,114,102.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 665,699.69 105,471,978.34 299 MOBILIZATION LS 9,450,000.0000 9,450,000.00 1.000 9,450,000 ORIGINAL CONTRACT AMOUNT 102,046,344.65 TOTAL WORK COMPLETED 665,699.69 114,921,978.34 MATERIALS ON HAND ON SITE 19,597.89 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -467,900.00 TOTAL 665,699.69 114,473,676.23 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 11/05/10 1643 01/04/11 12/30/10 02/20/15 1417 68 99 0 97% 81% PROGRESS IS SATISFACTORY GILCHRIST,WILLIAM RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/15