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 11/21/13 EST. NO.34 TIME 06:05 AM R.E. NAME: POUND, DAVID 11-2T0404 --------------------------------------------------------------------------- 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 0332 10,051.93 E.W. @ F.A.(+) 082113 N 1205 0 0338 223.08 080813 N 1218 0 0344 343.57 100213 N 1250 0 0346 2,391.18 100313 N 1252 0 0347 748.19 100613 N 1253 0 0348 22.97 100713 N 1254 0 0349 492.72 100713 N 1255 0 0351 108.42 100713 N 1261 0 0352 1,597.84 100713 N 1262 0 0356 301.59 100513 N 1264 0 0358 1,496.25 071513 N 1146 0 0360 258.04 100913 N 1266 0 0361 258.04 101013 N 1267 0 0362 1,290.20 101413 N 1268 0 0364 1,290.20 102113 N 1269 0 0365 157.35 102313 N 1270 0 0366 1,236.21 102513 N 1271 0 0367 1,236.21 110113 N 1272 0 0368 4,844.39 101513 N 1273 0 008 0069 470.31 E.W. @ F.A.(+) 090313 N 1213 0 0074 864.09 100113 N 1244 0 0076 371.58 100413 N 1245 0 0078 963.42 100513 N 1248 0 0080 1,662.73 101913 N 1276 0 0082 4,229.12 A.C. @ L.S.(+) 111813 N 8ALS82 022 0008 1,804.28 E.W. @ F.A.(+) 092713 N 1247 0 0009 314.70 102113 N 1279 0 0010 811.96 103113 N 1280 0 027 0037 8,069.12 E.W. @ F.A.(+) 122012 N 0893-1 038 0233 1,815.51 E.W. @ F.A.(+) 070113 Y 1170 0 045 0008 1,976.70 E.W. @ F.A.(+) 060713 N 1094 0 0009 4,203.67 052913 N 1074 0 063 0011 1,574.73 E.W. @ F.A.(+) 100913 Y 1287 0 072 0005 5,929.00 A.C. @ L.S.(+) 111913 N 72ALS5 077 0005 487.96 E.W. @ F.A.(+) 100613 N 1288 0 0006 425.52 100713 N 1289 0 094 0001 19,169.84 E.W. @ U.P (+) 092413 N 94EUP1 83,492.62 TOTAL THIS ESTIMATE 5,130,580.10 TOTAL PREVIOUS ESTIMATE 5,214,072.72 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 11/21/13 EST. NO.34 TIME 06:05 AM R.E. NAME: POUND, DAVID 11-2T0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP DEFICIENCIES -290,089.71 05 SWPPP DEFCIENCIES 290,089.71 06 PILE ANOMALIES -19,635.60 15 SWPPP DEFICIENCIES -148,301.47 26 SWPPP DEFICIENCY 74,150.74 27 SWPPP DEFICIENCY 37,075.37 28 0.00 -56,710.96 LABOR COMPLIANCE VIOLATION O/S PRS APRIL 2011 -2,000.00 04 PRTL RECD APR 11 CP 1,000.00 05 DEL MAY 2011 CPR -4,000.00 05 REC'D MAY'11 CPR -10,000.00 06 RECD JUN 2011 CPR 10,000.00 07 RECD MAY 2011 CPRS 4,000.00 07 DEL AUG CPR -3,000.00 08 DEL SEPT 11 CPR -3,000.00 09 RECD APR 11 DEL 1,000.00 09 RECD AUG 11 DEL 3,000.00 09 PRTL SEPT 11 DEL 2,000.00 10 DEL NOV 11 CPR -6,000.00 11 DEL DEC 11 CPR -10,000.00 12 RECD SEP 11 DEL 1,000.00 12 DEL JAN 12 CPR -5,000.00 13 PRTL DEC 11 DEL 8,000.00 13 PRTL NOV 11 DEL 5,000.00 13 DEL FEB 12 CPR -3,000.00 14 PRTL JAN 12 DEL 4,000.00 14 DEL MAR 12 CPR -3,000.00 15 RECD JAN 12 DEL 1,000.00 15 DEL APR 12 CPR -5,000.00 16 RECD FEB 12 DEL 3,000.00 16 RECD MAR 12 DEL 3,000.00 16 DEL MAY 12 CPR -5,000.00 17 PRTL APR 12 DEL 4,000.00 17 PRTL DEC 11 DEL 1,000.00 17 RECD NOV 11 DEL 1,000.00 17 DEL JUNE 12 CPR -2,000.00 18 PRTL MAY 12 DEL 2,000.00 18 DEL JUL 12 CPR -4,000.00 19 PRTL JUN 12 DEL 1,000.00 19 PRTL MAY 12 DEL 2,000.00 19 RECD APR 12 DEL 1,000.00 19 RECD DEC 11 DEL 1,000.00 19 DEL AUG 12 CPR -3,000.00 20 RECD JUNE 12 DEL 1,000.00 20 RECD MAY 12 DEL 1,000.00 20 RED JULY 12 DEL 4,000.00 20 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 11/21/13 EST. NO.34 TIME 06:05 AM R.E. NAME: POUND, DAVID 11-2T0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL SEPT 12 CPR -4,000.00 21 RECD AUGUST 12 DEL 3,000.00 21 DEL OCT 12 CPR -2,000.00 22 PRTL SEPT 12 DEL 3,000.00 22 DEL NOV 12 CPR -5,000.00 23 RECD OCT 12 DEL 2,000.00 23 RECD SEPT 12 DEL 1,000.00 23 DEL DEC 12 CPR -1,000.00 24 RECD NOV 12 DEL 5,000.00 24 DEL JAN 13 CPR -1,000.00 25 DEL FEB 13 CPR -5,000.00 26 RECD DEC 12 DEL 1,000.00 26 RECD JAN 13 DEL 1,000.00 26 DEL MAR 13 CPR -1,000.00 27 RECD FEB 13 DEL 5,000.00 27 DEL APR 13 CPR -1,000.00 28 RECD MAR 13 DEL 1,000.00 28 DEL MAY 13 CPR -3,000.00 29 RECD APR 13 DEL 1,000.00 29 DEL JUNE 13 CPR -4,000.00 30 RECD MAY 13 DEL 3,000.00 30 DEL JULY 13 CPR -6,000.00 31 PRTL JUNE 13 DEL 3,000.00 31 DEL AUG 13 CPR -3,000.00 32 PRTL JULY 13 DEL 2,000.00 32 DEL SEPT 13 PCR -1,000.00 33 PRTL JULY 13 DEL 1,000.00 33 RECD AUG 13 DEL 1,000.00 33 RECD JUNE 13 DEL 1,000.00 33 RECD JULY 13 DEL 3,000.00 34 RECD SEPT 13 DEL 1,000.00 34 4,000.00 -2,000.00 TOTAL DEDUCTIONS 4,000.00 -58,710.96 PROGRAM CAS145 PAGE 1 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 LOCATION PROGRESS ESTIMATE 11-SD-805-26.5/28.9 ----------------- DIABLO CONTRACTORS INC IN SAN DIEGO COUNTY IN SAN DIEGO ON 7 CROW CANYON COURT SUITE 100 ROUTE 805 FROM 0.3 KM SOUTH OF SAN RAMON CA 94583 SOLEDAD CANYON BRIDGE AND OVERHEAD TO 0.6 KM NORTH OF ROUTE 5/805 SEPARATION ON ROUTE 5 FED. AID NO. ARRA-805 (610)N ,L-805 (610)N CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500 002 TIME-RELATED OVERHEAD LS 1,900,000.0000 1,900,000.00 1.000 1,900,000 003 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 5,550.00 172.000 2,580 004 TEMPORARY FENCE (TYPE ESA) M 10.0000 18,600.00 1,730.710 17,307 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.709 3,545 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 6.0000 85,800.00 14,885.190 89,311 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 15,500.00 26.000 13,000 009 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 27,000.00 2.000 2,000.00 39.000 39,000 010 TEMPORARY CHECK DAM M 7.0000 18,270.00 75.400 527.80 6,670.780 46,695 011 TEMPORARY STRAW BALE BARRIER M 25.0000 24,750.00 9.000 225.00 1,607.940 40,198 012 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 10.000 10,000 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 22,500.00 1.000 150.00 107.000 16,050 014 TEMPORARY HYDRAULIC MULCH M2 0.3000 93,600.00 118,926.250 35,677 (POLYMER STABILIZED FIBER MATRIX) 015 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 1.000 10,000 017 RAIN EVENT ACTION PLAN EA 200.0000 13,800.00 33.000 6,600 018 STORM WATER ANNUAL REPORT EA 200.0000 800.00 1.000 200.00 3.000 600 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 6,600.00 8.000 2,400 020 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.800 16,000 021 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 022 TYPE III BARRICADE EA 150.0000 300.00 12.000 1,800 PROGRAM CAS145 PAGE 2 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 4,250.00 236.360 5,909 024 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 7,500.00 17,829.630 10,697 025 TRAFFIC PLASTIC DRUM EA 45.0000 9,000.00 360.000 16,200 026 TEMPORARY PAVEMENT MARKER EA 3.0000 8,400.00 1,305.000 3,915 027 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 30,000.00 6.000 30,000 028 TEMPORARY RAILING (TYPE K) M 17.0000 214,200.00 -38.400 -652.80 13,619.220 231,526 029 TEMPORARY CRASH CUSHION MODULE EA 200.0000 46,000.00 311.000 62,200 030 TEMPORARY CRASH CUSHION (ABSORB 350) EA 2,500.0000 32,500.00 -1.000 -2,500.00 18.000 45,000 031 ABANDON IRRIGATION CROSSOVER EA 200.0000 200.00 1.000 200 032 ABANDON CULVERT EA 200.0000 1,800.00 1.000 200.00 13.000 2,600 033 ABANDON INLET EA 200.0000 1,200.00 1.000 200.00 6.000 1,200 034 REMOVE THRIE BEAM BARRIER M 12.0000 57,240.00 4,780.000 57,360 035 REMOVE METAL BEAM GUARD RAILING M 12.0000 10,800.00 1,046.500 12,558 036 REMOVE TRAFFIC STRIPE M 1.0000 34,100.00 37,924.082 37,924 037 REMOVE PAVEMENT MARKING M2 14.0000 2,100.00 148.290 2,076 038 REMOVE ROADSIDE SIGN EA 100.0000 11,000.00 110.000 11,000 039 REMOVE SIGN STRUCTURE EA 1,500.0000 12,000.00 8.000 12,000 040 REMOVE CULVERT M 50.0000 21,500.00 58.000 2,900.00 324.400 16,220 041 REMOVE INLET EA 500.0000 8,000.00 1.000 500.00 17.000 8,500 042 REMOVE HEADWALL EA 1,000.0000 1,000.00 0.000 0 043 REMOVE RETAINING WALL (PORTION) LS 6,530.0000 6,530.00 1.000 6,530 044 REMOVE ASPHALT CONCRETE SURFACING M2 20.0000 8,700.00 95.000 1,900.00 507.000 10,140 045 RESET ROADSIDE SIGN EA 300.0000 300.00 1.000 300.00 1.000 300 046 RELOCATE ROADSIDE SIGN EA 300.0000 1,500.00 2.000 600.00 2.000 600 047 MODIFY INLET EA 800.0000 3,200.00 0.000 0 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 23,900.00 2,163.300 10,816 049 REMOVE CONCRETE M3 100.0000 29,000.00 216.260 21,626 PROGRAM CAS145 PAGE 3 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 80.0000 18,400.00 234.000 18,720 051 CAP RISER EA 200.0000 400.00 3.000 600 052 BRIDGE REMOVAL (PORTION), LOCATION A LS 72,500.0000 72,500.00 0.175 12,687.50 1.000 72,500 053 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,500.0000 45,500.00 1.000 45,500 054 BRIDGE REMOVAL (PORTION), LOCATION C LS 17,600.0000 17,600.00 1.000 17,600 055 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000 056 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 057 ROADWAY EXCAVATION M3 11.0000 1,430,000.00 165,440.267 1,819,842 058 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 059 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 186,840.00 4,671.000 186,840 (F) 060 STRUCTURE EXCAVATION (CRIB WALL) M3 30.0000 6,150.00 205.000 6,150 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 182,000.00 4,550.000 182,000 (F) 062 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 13.0000 38,220.00 2,976.730 38,697 (F) 063 STRUCTURE BACKFILL (BRIDGE) M3 24.0000 102,360.00 4,205.000 100,920 (F) 064 STRUCTURE BACKFILL (CRIB WALL) M3 30.0000 5,700.00 190.000 5,700 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) M3 36.0000 196,740.00 5,465.000 196,740 (F) 066 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 24.0000 6,480.00 135.000 3,240.00 135.000 3,240 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING M3 20.0000 8,080.00 404.000 8,080 (F) WALL) 068 GEOSYNTHETIC REINFORCED EMBANKMENT M2 150.0000 555,000.00 333.340 50,001.00 2,219.340 332,901 (F) 069 SAND BACKFILL M3 20.0000 2,200.00 134.180 2,683 070 DITCH EXCAVATION M3 30.0000 25,500.00 0.000 0 071 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0 072 ROCK BLANKET M2 55.0000 59,400.00 750.000 41,250 073 ROCK MULCH M2 25.0000 39,250.00 876.000 21,900 074 DUFF M2 10.0000 49,700.00 0.000 0 075 EROSION CONTROL (TYPE D) M2 0.5000 17,750.00 8,892.000 4,446.00 8,892.000 4,446 076 EROSION CONTROL (NETTING) M2 1.0000 640.00 96.690 96 PROGRAM CAS145 PAGE 4 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER ROLLS M 6.0000 57,300.00 336.000 2,016.00 4,782.000 28,692 078 EROSION CONTROL HYDRAULIC MULCH M2 0.4000 17,400.00 1,993.000 797.20 1,993.000 797 (POLYMER STABILIZED FIBER MATRIX) 079 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 1.000 500.00 1.000 500 080 DRAINAGE INLET PROTECTION EA 150.0000 1,200.00 0.000 0 (EROSION CONTROL) 081 CHECK DAM (EROSION CONTROL) M 7.0000 3,780.00 0.000 0 082 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0 083 IRRIGATION SYSTEM LS 155,000.0000 155,000.00 0.356 55,180 084 75 MM WATER SUPPLY LINE (BRIDGE) M 100.0000 7,400.00 74.000 7,400 (F) 085 WATER METER EA 50,000.0000 150,000.00 2.000 100,000 086 200 MM CORRUGATED HIGH DENSITY M 120.0000 21,600.00 116.700 14,004 POLYETHYLENE PIPE CONDUIT 087 FINISHING ROADWAY LS 55,000.0000 55,000.00 0.000 0 088 CLASS 2 AGGREGATE BASE M3 14.0000 355,600.00 30,671.423 429,399 089 AGGREGATE BASE (APPROACH SLAB) M3 50.0000 900.00 11.020 551 090 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,200.0000 5,500.00 1.215 2,673 091 HOT MIX ASPHALT TONN 90.0000 2,241,000.00 23,620.020 2,125,801 092 HOT MIX ASPHALT (TYPE A) TONN 100.0000 192,000.00 915.740 91,574 093 MINOR HOT MIX ASPHALT TONN 115.0000 70,150.00 444.790 51,150 094 DATA CORE LS 8,000.0000 8,000.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE M 14.5000 25,375.00 875.880 12,700 096 PLACE HOT MIX ASPHALT M2 15.5000 18,755.00 2,055.460 31,859 (MISCELLANEOUS AREA) 097 TACK COAT TONN 750.0000 18,000.00 21.600 16,200 098 CONCRETE PAVEMENT M3 170.0000 1,836,000.00 11,249.080 1,912,343 099 CONCRETE PAVEMENT M3 400.0000 52,000.00 125.370 50,148 (RAPID STRENGTH CONCRETE) 100 RAPID STRENGTH CONCRETE BASE M3 400.0000 52,000.00 125.370 50,148 101 SEAL PAVEMENT JOINT M 4.2000 82,320.00 12,967.880 54,465 102 SEAL LONGITUDINAL ISOLATION JOINT M 9.0000 56,610.00 4,640.000 41,760 103 GRIND EXISTING CONCRETE M2 5.0000 182,000.00 10,394.550 51,972 PAVEMENT PROGRAM CAS145 PAGE 5 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH STEEL PILING (HP 250 X 85) M 100.0000 55,700.00 557.000 55,700 105 DRIVE STEEL PILE (HP 250 X 85) EA 1,700.0000 81,600.00 48.000 81,600 106 2.6 M PERMANENT STEEL CASING M 1,740.0000 480,240.00 275.900 480,066 107 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 370.0000 561,660.00 1,598.305 591,372 PILING 108 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 234,500.00 334.345 234,041 PILING 109 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,000.0000 2,307,000.00 776.800 2,330,400 PILING 110 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 166,060.00 632.490 145,472 PILING 111 PRESTRESSING CAST-IN-PLACE CONCRETE LS 900,000.0000 900,000.00 1.000 900,000 112 TIEBACK ANCHOR EA 4,000.0000 184,000.00 46.000 184,000 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 260.0000 217,100.00 835.000 217,100 (F) 114 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 8,767,200.00 -215.000 -139,750.00 13,337.000 8,669,050 (F) 115 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 1,769,500.00 180.000 90,000.00 3,352.090 1,676,045 (F) 116 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 65,650.00 403.000 52,390 (F) (TYPE N) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 20,540.00 147.930 19,230 (TYPE R) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 1,950.00 0.000 0 (F) (TYPE N MODIFIED) 119 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,100.0000 5,500.00 4.125 4,537.50 7.835 8,618 (F) 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 313,500.00 0.760 836.00 214.626 236,088 (F) 121 PAVING NOTCH EXTENSION M3 3,000.0000 15,000.00 2.020 6,060 122 ARCHITECTURAL TREATMENT M2 50.0000 134,100.00 2,558.000 127,900 (F) (RANDOM FLUTE TEXTURE) 123 ANTI-GRAFFITI COATING M2 10.0000 1,000.00 100.000 1,000 (F) 124 ARCHITECTURAL TREATMENT M2 300.0000 30,000.00 100.000 30,000 (F) (COBBLESTONE TEXTURE) 125 DRILL AND BOND DOWEL M 90.0000 153,720.00 1,620.000 145,800 126 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 94.0000 17,108.00 186.000 17,484 127 FURNISH 760 MM PRECAST PRESTRESSED EA 7,000.0000 217,000.00 31.000 217,000 CONCRETE STRUT (13 M - 18 M) 128 ERECT 760 MM PRECAST PRESTRESSED EA 1,000.0000 31,000.00 31.000 31,000 CONCRETE STRUT (13 M - 18 M) 129 JACKING SUPERSTRUCTURE LS 50,000.0000 50,000.00 1.000 50,000 130 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 200.0000 14,800.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL ASSEMBLY (MR 100 MM) M 490.0000 12,250.00 0.000 0 132 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,600.0000 81,600.00 0.000 0 133 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,600.0000 65,000.00 0.000 0 134 JOINT SEAL (MR 40 MM) M 180.0000 22,500.00 0.000 0 135 JOINT SEAL (MR 25 MM) M 100.0000 1,400.00 0.000 0 136 JOINT SEAL (MR 50 MM) M 240.0000 14,160.00 0.000 0 137 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 5,657,345.00 11,687.780 19,869.23 3,371,876.780 5,732,190 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,224,958.80 15,000.000 25,500.00 708,034.000 1,203,657 (F) 139 HEADED BAR REINFORCEMENT EA 20.0000 3,800.00 190.000 3,800 (F) 140 SHOTCRETE M3 468.0000 191,880.00 390.000 182,520 (F) 141 WEATHERING STEEL SCONCE EA 1,000.0000 12,000.00 0.000 0 (F) 142 WEATHERING STEEL PLATE EA 500.0000 23,500.00 0.000 0 (F) 143 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 15,328.00 958.000 15,328 (F) WITH WALKWAY) 144 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 2,874.00 958.000 2,874 (F) WITH WALKWAY) 145 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 125,632.00 10,098.000 80,784 (F) 146 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 15,704.00 10,098.000 10,098 (F) 147 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 461,226.00 84,717.000 508,302 (F) 148 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 76,871.00 84,897.000 84,897 (F) 149 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 3,400.00 0.000 0 (F) STRUCTURE 150 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 19,280.00 520.000 8,320 (F) WITHOUT WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 4,820.00 520.000 2,080 (F) WITHOUT WALKWAY) 152 FURNISH LAMINATED PANEL SIGN M2 200.0000 54,000.00 169.590 33,918.00 247.750 49,550 (25.4 MM-TYPE A) 153 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,000.00 0.000 0 (63.5 MM-TYPE H) 154 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,900.00 104.300 9,387.00 104.300 9,387 (1.6 MM-UNFRAMED) 155 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 4,140.00 76.590 6,893.10 76.590 6,893 (2.0 MM-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 800.00 7.750 775.00 7.750 775 (1.6 MM-FRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 7,440.00 41.810 5,017.20 41.810 5,017 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 7 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 762 MM CAST IN DRILLED HOLE CONCRETE M 2,500.0000 10,000.00 4.000 10,000 PILE (SIGN FOUNDATION) 159 914 MM CAST IN DRILLED HOLE CONCRETE M 2,200.0000 81,400.00 27.600 60,720 PILE (SIGN FOUNDATION) 160 1524 MM CAST-IN-DRILLED-HOLE M 1,700.0000 103,700.00 61.000 103,700 CONCRETE PILE (SIGN FOUNDATION) 161 METAL (RAIL MOUNTED SIGN) KG 10.0000 22,200.00 120.000 1,200 162 ROADSIDE SIGN-ONE POST EA 500.0000 2,000.00 4.000 2,000 (WEED CONTROL MAT RUBBER) 163 ROADSIDE SIGN - ONE POST EA 200.0000 10,400.00 5.000 1,000.00 37.000 7,400 164 ROADSIDE SIGN - TWO POST EA 300.0000 3,600.00 1.000 300.00 4.000 1,200 165 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 8,400.00 8.000 1,600 METHOD) 166 FLUSH MOUNTED SIGN EA 500.0000 1,000.00 1.000 500 167 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 0.000 0 (LAMINATED WOOD BOX POST) 168 PREPARE AND STAIN CONCRETE M2 42.0000 4,200.00 100.000 4,200 169 STAIN ROCK M2 10.0000 47,700.00 0.000 0 170 STAIN CONCRETE M2 10.0000 2,700.00 0.000 0 171 200 MM ALTERNATIVE PIPE CULVERT M 120.0000 6,360.00 0.000 0 172 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 16,800.00 63.100 7,572 173 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 305,200.00 27.000 3,780.00 1,920.030 268,804 174 750 MM ALTERNATIVE PIPE CULVERT M 160.0000 3,520.00 21.000 3,360.00 21.000 3,360 175 900 MM ALTERNATIVE PIPE CULVERT M 180.0000 3,600.00 0.000 0 176 450 MM HIGH DENSITY POLYETHLENE PIPE M 120.0000 3,000.00 26.000 3,120 TYPE S 177 600 MM HIGH DENSITY POLYETHLENE PIPE M 130.0000 14,300.00 71.000 9,230.00 86.000 11,180 TYPE S 178 750 MM HIGH DENSITY POLYETHLENE PIPE M 160.0000 19,840.00 124.800 19,968 TYPE S 179 900 MM HIGH DENSITY POLYETHLENE PIPE M 180.0000 5,580.00 30.100 5,418 TYPE S 180 1050 MM REINFORCED CONCRETE PIPE M 290.0000 11,890.00 41.000 11,890 "CLASS II - METHOD 1" 181 1200 MM REINFORCED CONCRETE PIPE M 600.0000 26,400.00 0.000 0 "CLASS II - METHOD 1" 182 1350 MM REINFORCED CONCRETE PIPE M 640.0000 108,800.00 170.000 108,800 "CLASS II - METHOD 1" 183 900 MM REINFORCED CONCRETE PIPE M 350.0000 7,000.00 4.840 1,694.00 24.300 8,505 "CLASS V SPECIAL - METHOD 2" 184 600 MM ALTERNATIVE PIPE DOWNDRAIN M 100.0000 4,000.00 6.100 610 PROGRAM CAS145 PAGE 8 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 DRAINAGE INLET MARKER EA 100.0000 2,000.00 0.000 0 186 GRATED LINE DRAIN M 270.0000 35,100.00 112.000 30,240 187 WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 28,400.00 79.000 31,600 188 900 MM PRECAST CONCRETE PIPE RISER M 300.0000 3,600.00 0.000 0 189 400 MM WATER MAIN M 240.0000 88,800.00 239.670 57,520 190 ABANDON WATER FACILITIES M 60.0000 11,400.00 177.800 10,668 191 PRESSURE REDUCING STATION AND TELEMETRY LS 104,660.0000 104,660.00 0.900 94,194 SYSTEM (WATER VALVES, LATERALS) 192 460 MM SEWER MAIN M 240.0000 21,840.00 93.150 22,356 193 305 MM VENT PIPE M 100.0000 8,400.00 70.100 7,010 194 914 MM STEEL CASING M 700.0000 55,300.00 82.000 57,400 195 MANHOLES 1500 MM X 900 MM EA 10,000.0000 30,000.00 2.000 20,000 196 ADJUST EXISTING GATE VALVE COVERS TO EA 1,000.0000 3,000.00 0.000 0 GRADE 197 FIRE HYDRANT EA 1,000.0000 1,000.00 1.000 1,000 198 SEWER DIVERSION PLAN LS 5,000.0000 5,000.00 1.000 5,000 199 400 MM BUTTERFLY VALVE EA 2,000.0000 6,000.00 3.000 6,000.00 3.000 6,000 200 300 MM BUTTERFLY VALVE EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000 201 ADJUST MANHOLE FRAME AND COVER TO GRADE EA 1,500.0000 4,500.00 0.000 0 202 MODIFY MANHOLE (100 MM X 900 MM) EA 5,000.0000 5,000.00 1.000 5,000 203 REMOVE MANHOLE EA 1,000.0000 1,000.00 1.000 1,000 204 ABANDON PRESSURE REDUCING STATION LS 5,000.0000 5,000.00 1.000 5,000 205 MINOR CONCRETE (BACKFILL) M3 120.0000 3,360.00 27.840 3,340 206 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 400.0000 60,000.00 28.500 11,400 207 CONCRETE (CHANNEL LINING) M3 400.0000 9,600.00 12.270 4,908 208 CONCRETE (CONCRETE APRON) M3 400.0000 2,400.00 0.860 344 209 SLOPE PAVING (CONCRETE) M3 690.0000 33,810.00 44.000 30,360 (F) 210 ROCK SLOPE PROTECTION FABRIC M2 10.0000 2,600.00 38.000 380 211 MINOR CONCRETE (CURB) M 60.0000 32,220.00 442.000 26,520 (F) PROGRAM CAS145 PAGE 9 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 141,000.00 294.980 88,494 CONSTRUCTION) 213 MINOR CONCRETE (GUTTER) M 130.0000 5,720.00 44.000 5,720 (F) 214 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 99,200.00 1,433.860 91,767 215 MISCELLANEOUS IRON AND STEEL KG 1.0000 16,798.00 9,578.000 9,578 (F) 216 ISOLATION CASING (3.3 M) KG 1.0000 11,400.00 11,400.000 11,400 (F) 217 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 32,500.00 0.000 0 (F) 218 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 48,000.00 14,400.000 43,200 (F) 219 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 30,000.00 0.000 0 220 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,600.0000 3,200.00 0.000 0 221 DELINEATOR (CLASS 1) EA 35.0000 1,575.00 45.000 1,575 222 GUARD RAILING DELINEATOR EA 35.0000 665.00 4.000 140 223 CONCRETE BARRIER MARKER EA 35.0000 1,505.00 0.000 0 224 METAL BEAM GUARD RAILING M 99.0000 9,900.00 46.600 4,613 225 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 160.0000 15,200.00 0.000 0 (F) 226 CONCRETE BARRIER (TYPE K) M 85.0000 4,335.00 0.000 0 227 PIPE HANDRAILING M 400.0000 10,800.00 0.000 0 228 TUBULAR PIPE HANDRAILING M 150.0000 273,600.00 0.000 0 (F) 229 CONCRETE BARRIER (TYPE 26 MOD) M 400.0000 4,400.00 0.000 0 230 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 221,200.00 122.500 49,000.00 358.000 143,200 (F) 231 CONCRETE BARRIER (TYPE 26A MODIFIED) M 528.0000 84,480.00 87.000 45,936.00 160.000 84,480 (F) 232 CONCRETE BARRIER (TYPE 26A MODIFIED 2) M 576.0000 227,520.00 0.000 0 (F) 233 CABLE RAILING M 77.0000 8,008.00 0.000 0 (F) 234 TRANSITION RAILING (TYPE WB) EA 2,700.0000 8,100.00 2.000 5,400 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 2.000 4,400 236 CRASH CUSHION, SAND FILLED EA 380.0000 18,240.00 0.000 0 237 CRASH CUSHION (REACT 9CBB) EA 48,600.0000 145,800.00 1.000 48,600 238 CRASH CUSHION (REACT 4CBB) EA 37,500.0000 37,500.00 1.000 37,500 PROGRAM CAS145 PAGE 10 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE A) M 350.0000 135,800.00 0.000 0 (F) 240 CONCRETE BARRIER (TYPE 60) M 180.0000 212,400.00 1,037.198 186,695 241 CONCRETE BARRIER (TYPE 60A) M 175.0000 10,500.00 60.000 10,500 (F) 242 CONCRETE BARRIER (TYPE 60C) M 280.0000 470,400.00 1,497.030 419,168 243 CONCRETE BARRIER (TYPE 60E) M 534.0000 122,820.00 0.000 0 244 CONCRETE BARRIER (TYPE 60E MODIFIED) M 576.0000 69,120.00 368.470 212,238 245 CONCRETE BARRIER (TYPE 60C MODIFIED) M 796.0000 56,516.00 71.000 56,516 (F) 246 CONCRETE BARRIER (TYPE 736) M 200.0000 54,400.00 71.000 14,200 (F) 247 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 115,200.00 135.000 27,000.00 554.000 110,800 (F) 248 CONCRETE BARRIER (TYPE 736R) M 250.0000 17,750.00 0.000 0 (F) 249 CONCRETE BARRIER (TYPE 736A MODIFIED) M 250.0000 5,000.00 20.000 5,000 (F) 250 CONCRETE BARRIER (TYPE 742) M 300.0000 72,900.00 0.000 0 (F) 251 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 14,700.00 251.050 7,531 252 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 33,100.00 0.000 0 253 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,560.00 1,312.000 3,936 254 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,370.00 403.000 403 (BROKEN 3.66 M - 0.92 M) 255 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 500.00 0.000 0 (BROKEN 1.83 M - 0.30 M) 256 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,200.00 0.000 0 (BROKEN 11.0 M - 3.50 M) 257 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 86,100.00 7,889.770 7,889.77 52,650.298 52,650 258 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 10,600.00 7,406.000 7,406 259 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 32,100.00 170.000 510.00 5,066.000 15,198 260 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 261 SIGNAL AND LIGHTING (LOCATION 1) LS 299,000.0000 299,000.00 0.020 5,980.00 0.910 272,090 262 SIGNAL AND LIGHTING (LOCATION 2) LS 156,000.0000 156,000.00 0.250 39,000.00 0.680 106,080 263 SIGNAL AND LIGHTING LS 142,000.0000 142,000.00 0.930 132,060 (CITY STREET LOCATION 1) 264 SIGNAL AND LIGHTING LS 118,000.0000 118,000.00 0.000 0 (CITY STREET LOCATION 2) 265 LIGHTING (CITY STREET) LS 144,000.0000 144,000.00 0.060 8,640.00 0.680 97,920 PROGRAM CAS145 PAGE 11 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 LIGHTING AND SIGN ILLUMINATION LS 371,000.0000 371,000.00 0.047 17,437.00 0.888 329,448 267 CHANGEABLE MESSAGE SIGN SYSTEM LS 13,000.0000 13,000.00 1.000 13,000 268 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 3,600.00 0.000 0 269 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 1.000 9,000 270 TRAFFIC MONITORING STATION (LOCATION 1) LS 7,500.0000 7,500.00 1.000 7,500 271 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 1.000 20,000 272 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 1.000 85,000 (LOCATION 1) 273 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.830 70,550 (LOCATION 2) 274 TEMPORARY RAMP METERING SYSTEM LS 9,000.0000 9,000.00 1.000 9,000 (LOCATION 3) 275 RAMP METERING SYSTEM (LOCATION 1) LS 93,000.0000 93,000.00 1.000 93,000 276 RAMP METERING SYSTEM (LOCATION 2) LS 84,000.0000 84,000.00 0.980 82,320 277 RAMP METERING SYSTEM (LOCATION 3) LS 38,000.0000 38,000.00 0.420 15,960.00 0.790 30,020 278 450 MM REINFORCED CONCRETE PIPE M 165.0000 26,400.00 154.000 25,410 279 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 4,500.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 06:05 AM ESTIMATE NO. 34 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 383,937.50 40,156,684.55 ADJUSTMENT OF COMPENSATION 10,158.12 1,648,696.77 EXTRA WORK 73,334.50 3,565,375.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 467,430.12 45,370,757.27 280 MOBILIZATION LS 4,000,000.0000 4,000,000.00 1.000 4,000,000 ORIGINAL CONTRACT AMOUNT 47,232,888.80 TOTAL WORK COMPLETED 467,430.12 49,370,757.27 MATERIALS ON HAND ON SITE 521,438.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 4,000.00 -58,710.96 TOTAL 471,430.12 49,833,485.06 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 02/08/11 650 03/15/11 03/15/11 05/29/15 615 56 145 0 92% 77% PROGRESS IS SATISFACTORY CCO DAYS PENDING POUND, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/13