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 07/25/12 EST. NO.18 TIME 08:42 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 0120 256.61 E.W. @ F.A.(+) 052512 N 0423 0 0121 397.76 053112 N 0424 0 0122 423.03 060612 N 0426 0 0123 93.82 061512 N 0425 0 0124 321.88 061712 N 0427 0 0125 321.88 061812 N 0428 0 0143 149.23 062712 N 0460 0 0144 93.27 062812 N 0461 0 003 0151 575.61 E.W. @ F.A.(+) 051612 N 0404 0 0156 85.14 052212 N 0409 0 0163 60.53 052912 N 0415 0 0164 181.57 061212 N 0432 0 0165 121.04 061312 N 0433 0 0167 121.04 061412 N 0436 0 0168 90.79 062112 N 0434 0 0169 166.49 062512 N 0437 0 0170 791.97 060412 N 0464 0 005 0008 2,487.50 E.W. @ F.A.(+) 061912 N 0438 0 009 0008 181.57 E.W. @ F.A.(+) 061212 N 0422 0 0009 582.68 062012 N 0450 0 011 0021 3,111.50 E.W. @ F.A.(+) 030612 N 0347 0 013 0001 1,572.95 E.W. @ F.A.(+) 050611 N 0107 0 0003 575.49 052511 N 0022 0 0008 3,334.44 060111 N 0026-1 0010 1,678.39 060211 N 0027 0 0011 2,199.93 053111 N 0025-1 0012 2,108.97 052711 N 0023-1 0013 2,199.93 052611 N 0021-2 0015 1,743.75 060311 N 0028-1 0016 639.33 052511 N 0024-1 018 0007 575.32 E.W. @ F.A.(+) 111511 N 0223 0 019 0021 1,089.35 E.W. @ F.A.(+) 062912 N 0463 0 0022 1,203.21 062812 N 0462-1 022 0004 557.79 E.W. @ F.A.(+) 021412 N 0389 0 030 0005 1,479.14 E.W. @ F.A.(+) 121911 N 0262 0 0012 847.81 122011 N 0265 0 0023 414.02 052112 N 0442-1 32,834.73 TOTAL THIS ESTIMATE 1,031,029.94 TOTAL PREVIOUS ESTIMATE 1,063,864.67 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 07/25/12 EST. NO.18 TIME 08:42 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 0.00 -19,635.60 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 0.00 -7,000.00 TOTAL DEDUCTIONS 0.00 -26,635.60 PROGRAM CAS145 PAGE 1 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000.00 002 TIME-RELATED OVERHEAD LS 900,000.0000 1,900,000.00 0.055 104,500.00 0.760 1,444,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 5,550.00 172.000 2,580.00 004 TEMPORARY FENCE (TYPE ESA) M 10.0000 18,600.00 105.000 1,050.00 1,699.110 16,991.10 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.055 275.00 0.760 3,800.00 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.709 3,545.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 6.0000 85,800.00 31.620 189.72 11,853.580 71,121.48 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 15,500.00 15.000 7,500.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 27,000.00 1.000 1,000.00 30.000 30,000.00 010 TEMPORARY CHECK DAM M 7.0000 18,270.00 4,099.750 28,698.25 011 TEMPORARY STRAW BALE BARRIER M 25.0000 24,750.00 1,457.940 36,448.50 012 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 6.000 6,000.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 22,500.00 8.000 1,200.00 014 TEMPORARY HYDRAULIC MULCH M2 0.3000 93,600.00 72,268.250 21,680.48 (POLYMER STABILIZED FIBER MATRIX) 015 STREET SWEEPING LS 20,000.0000 20,000.00 0.055 1,100.00 0.760 15,200.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.055 550.00 0.760 7,600.00 017 RAIN EVENT ACTION PLAN EA 200.0000 13,800.00 20.000 4,000.00 018 STORM WATER ANNUAL REPORT EA 200.0000 800.00 1.000 200.00 2.000 400.00 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 6,600.00 4.000 1,200.00 020 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.022 440.00 0.704 14,080.00 021 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.055 8,250.00 0.760 114,000.00 022 TYPE III BARRICADE EA 150.0000 300.00 4.000 600.00 PROGRAM CAS145 PAGE 2 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 4,250.00 227.450 5,686.25 024 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 7,500.00 40.000 24.00 14,169.630 8,501.78 025 TRAFFIC PLASTIC DRUM EA 45.0000 9,000.00 45.000 2,025.00 235.000 10,575.00 026 TEMPORARY PAVEMENT MARKER EA 3.0000 8,400.00 4.000 12.00 424.000 1,272.00 027 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 30,000.00 0.330 1,650.00 4.560 22,800.00 028 TEMPORARY RAILING (TYPE K) M 17.0000 214,200.00 527.000 8,959.00 10,904.560 185,377.52 029 TEMPORARY CRASH CUSHION MODULE EA 200.0000 46,000.00 14.000 2,800.00 220.000 44,000.00 030 TEMPORARY CRASH CUSHION (ABSORB 350) EA 2,500.0000 32,500.00 14.000 35,000.00 031 ABANDON IRRIGATION CROSSOVER EA 200.0000 200.00 0.000 0.00 032 ABANDON CULVERT EA 200.0000 1,800.00 3.000 600.00 033 ABANDON INLET EA 200.0000 1,200.00 0.000 0.00 034 REMOVE THRIE BEAM BARRIER M 12.0000 57,240.00 105.000 1,260.00 4,780.000 57,360.00 035 REMOVE METAL BEAM GUARD RAILING M 12.0000 10,800.00 19.500 234.00 923.500 11,082.00 036 REMOVE TRAFFIC STRIPE M 1.0000 34,100.00 98.000 98.00 26,196.435 26,196.44 037 REMOVE PAVEMENT MARKING M2 14.0000 2,100.00 67.840 949.76 038 REMOVE ROADSIDE SIGN EA 100.0000 11,000.00 80.000 8,000.00 039 REMOVE SIGN STRUCTURE EA 1,500.0000 12,000.00 7.000 10,500.00 040 REMOVE CULVERT M 50.0000 21,500.00 96.540 4,827.00 041 REMOVE INLET EA 500.0000 8,000.00 1.000 500.00 8.000 4,000.00 042 REMOVE HEADWALL EA 1,000.0000 1,000.00 0.000 0.00 043 REMOVE RETAINING WALL (PORTION) LS 6,530.0000 6,530.00 1.000 6,530.00 044 REMOVE ASPHALT CONCRETE SURFACING M2 20.0000 8,700.00 0.000 0.00 045 RESET ROADSIDE SIGN EA 300.0000 300.00 0.000 0.00 046 RELOCATE ROADSIDE SIGN EA 300.0000 1,500.00 0.000 0.00 047 MODIFY INLET EA 800.0000 3,200.00 0.000 0.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 23,900.00 2,163.300 10,816.50 049 REMOVE CONCRETE M3 100.0000 29,000.00 34.630 3,463.00 188.230 18,823.00 PROGRAM CAS145 PAGE 3 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 80.0000 18,400.00 0.000 0.00 051 CAP RISER EA 200.0000 400.00 2.000 400.00 052 BRIDGE REMOVAL (PORTION), LOCATION A LS 72,500.0000 72,500.00 0.650 47,125.00 053 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,500.0000 45,500.00 0.100 4,550.00 0.700 31,850.00 054 BRIDGE REMOVAL (PORTION), LOCATION C LS 17,600.0000 17,600.00 0.850 14,960.00 055 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.950 285,000.00 056 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 057 ROADWAY EXCAVATION M3 11.0000 1,430,000.00 4,706.680 51,773.48 96,111.767 1,057,229.44 058 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 059 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 186,840.00 4,566.000 182,640.00 (F) 060 STRUCTURE EXCAVATION (CRIB WALL) M3 30.0000 6,150.00 0.000 0.00 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 182,000.00 383.000 15,320.00 3,107.000 124,280.00 (F) 062 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 13.0000 38,220.00 382.000 4,966.00 2,615.000 33,995.00 (F) 063 STRUCTURE BACKFILL (BRIDGE) M3 24.0000 102,360.00 1,672.000 40,128.00 (F) 064 STRUCTURE BACKFILL (CRIB WALL) M3 30.0000 5,700.00 0.000 0.00 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) M3 36.0000 196,740.00 2,316.000 83,376.00 (F) 066 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 24.0000 6,480.00 0.000 0.00 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING M3 20.0000 8,080.00 129.400 2,588.00 (F) WALL) 068 GEOSYNTHETIC REINFORCED EMBANKMENT M2 150.0000 555,000.00 300.000 45,000.00 300.000 45,000.00 (F) 069 SAND BACKFILL M3 20.0000 2,200.00 41.280 825.60 41.280 825.60 070 DITCH EXCAVATION M3 30.0000 25,500.00 0.000 0.00 071 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 072 ROCK BLANKET M2 55.0000 59,400.00 0.000 0.00 073 ROCK MULCH M2 25.0000 39,250.00 0.000 0.00 074 DUFF M2 10.0000 49,700.00 0.000 0.00 075 EROSION CONTROL (TYPE D) M2 0.5000 17,750.00 0.000 0.00 076 EROSION CONTROL (NETTING) M2 1.0000 640.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER ROLLS M 6.0000 57,300.00 0.000 0.00 078 EROSION CONTROL HYDRAULIC MULCH M2 0.4000 17,400.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 079 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0.00 080 DRAINAGE INLET PROTECTION EA 150.0000 1,200.00 0.000 0.00 (EROSION CONTROL) 081 CHECK DAM (EROSION CONTROL) M 7.0000 3,780.00 0.000 0.00 082 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 083 IRRIGATION SYSTEM LS 155,000.0000 155,000.00 0.000 0.00 084 75 MM WATER SUPPLY LINE (BRIDGE) M 100.0000 7,400.00 0.000 0.00 (F) 085 WATER METER EA 50,000.0000 150,000.00 0.000 0.00 086 200 MM CORRUGATED HIGH DENSITY M 120.0000 21,600.00 9.000 1,080.00 POLYETHYLENE PIPE CONDUIT 087 FINISHING ROADWAY LS 55,000.0000 55,000.00 0.000 0.00 088 CLASS 2 AGGREGATE BASE M3 14.0000 355,600.00 2,919.260 40,869.64 18,010.533 252,147.46 089 AGGREGATE BASE (APPROACH SLAB) M3 50.0000 900.00 11.020 551.00 090 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,200.0000 5,500.00 0.000 0.00 091 HOT MIX ASPHALT TONN 90.0000 2,241,000.00 -300.000 -27,000.00 16,581.100 1,492,299.00 092 HOT MIX ASPHALT (TYPE A) TONN 100.0000 192,000.00 723.990 72,399.00 093 MINOR HOT MIX ASPHALT TONN 115.0000 70,150.00 4.060 466.90 194.690 22,389.35 094 DATA CORE LS 8,000.0000 8,000.00 0.000 0.00 095 PLACE HOT MIX ASPHALT DIKE M 14.5000 25,375.00 0.000 0.00 096 PLACE HOT MIX ASPHALT M2 15.5000 18,755.00 14.670 227.39 1,257.230 19,487.07 (MISCELLANEOUS AREA) 097 TACK COAT TONN 750.0000 18,000.00 8.100 6,075.00 098 CONCRETE PAVEMENT M3 170.0000 1,836,000.00 8,605.110 1,462,868.70 099 CONCRETE PAVEMENT M3 400.0000 52,000.00 125.370 50,148.00 (RAPID STRENGTH CONCRETE) 100 RAPID STRENGTH CONCRETE BASE M3 400.0000 52,000.00 125.370 50,148.00 101 SEAL PAVEMENT JOINT M 4.2000 82,320.00 8,423.900 35,380.38 12,967.880 54,465.10 102 SEAL LONGITUDINAL ISOLATION JOINT M 9.0000 56,610.00 3,819.000 34,371.00 4,640.000 41,760.00 103 GRIND EXISTING CONCRETE M2 5.0000 182,000.00 10,394.550 51,972.75 PAVEMENT PROGRAM CAS145 PAGE 5 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH STEEL PILING (HP 250 X 85) M 100.0000 55,700.00 557.000 55,700.00 105 DRIVE STEEL PILE (HP 250 X 85) EA 1,700.0000 81,600.00 48.000 81,600.00 106 2.6 M PERMANENT STEEL CASING M 1,740.0000 480,240.00 275.900 480,066.00 107 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 370.0000 561,660.00 1,526.430 564,779.10 PILING 108 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 234,500.00 318.345 222,841.50 PILING 109 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,000.0000 2,307,000.00 776.800 2,330,400.00 PILING 110 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 166,060.00 598.230 137,592.90 PILING 111 PRESTRESSING CAST-IN-PLACE CONCRETE LS 900,000.0000 900,000.00 0.590 531,000.00 112 TIEBACK ANCHOR EA 4,000.0000 184,000.00 43.000 172,000.00 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 260.0000 217,100.00 812.000 211,120.00 (F) 114 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 8,767,200.00 478.000 310,700.00 8,002.150 5,201,397.50 (F) 115 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 1,769,500.00 380.510 190,255.00 1,458.660 729,330.00 (F) 116 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 65,650.00 0.000 0.00 (F) (TYPE N) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 20,540.00 45.360 5,896.80 (TYPE R) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 1,950.00 0.000 0.00 (F) (TYPE N MODIFIED) 119 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,100.0000 5,500.00 0.000 0.00 (F) 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 313,500.00 0.750 825.00 135.296 148,825.60 (F) 121 PAVING NOTCH EXTENSION M3 3,000.0000 15,000.00 1.020 3,060.00 122 ARCHITECTURAL TREATMENT M2 50.0000 134,100.00 119.500 5,975.00 1,262.000 63,100.00 (F) (RANDOM FLUTE TEXTURE) 123 ANTI-GRAFFITI COATING M2 10.0000 1,000.00 0.000 0.00 (F) 124 ARCHITECTURAL TREATMENT M2 300.0000 30,000.00 54.000 16,200.00 54.000 16,200.00 (F) (COBBLESTONE TEXTURE) 125 DRILL AND BOND DOWEL M 90.0000 153,720.00 1,299.000 116,910.00 126 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 94.0000 17,108.00 156.000 14,664.00 186.000 17,484.00 127 FURNISH 760 MM PRECAST PRESTRESSED EA 7,000.0000 217,000.00 5.000 35,000.00 31.000 217,000.00 CONCRETE STRUT (13 M - 18 M) 128 ERECT 760 MM PRECAST PRESTRESSED EA 1,000.0000 31,000.00 5.000 5,000.00 31.000 31,000.00 CONCRETE STRUT (13 M - 18 M) 129 JACKING SUPERSTRUCTURE LS 50,000.0000 50,000.00 0.000 0.00 130 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 200.0000 14,800.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL ASSEMBLY (MR 100 MM) M 490.0000 12,250.00 0.000 0.00 132 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,600.0000 81,600.00 0.000 0.00 133 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,600.0000 65,000.00 0.000 0.00 134 JOINT SEAL (MR 40 MM) M 180.0000 22,500.00 0.000 0.00 135 JOINT SEAL (MR 25 MM) M 100.0000 1,400.00 0.000 0.00 136 JOINT SEAL (MR 50 MM) M 240.0000 14,160.00 0.000 0.00 137 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 5,657,345.00 2,137,900.000 3,634,430.00 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,224,958.80 42,960.500 73,032.85 638,597.000 1,085,614.90 (F) 139 HEADED BAR REINFORCEMENT EA 20.0000 3,800.00 157.000 3,140.00 (F) 140 SHOTCRETE M3 468.0000 191,880.00 67.000 31,356.00 360.000 168,480.00 (F) 141 WEATHERING STEEL SCONCE EA 1,000.0000 12,000.00 0.000 0.00 (F) 142 WEATHERING STEEL PLATE EA 500.0000 23,500.00 0.000 0.00 (F) 143 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 15,328.00 0.000 0.00 (F) WITH WALKWAY) 144 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 2,874.00 0.000 0.00 (F) WITH WALKWAY) 145 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 125,632.00 0.000 0.00 (F) 146 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 15,704.00 0.000 0.00 (F) 147 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 461,226.00 3,571.000 21,426.00 3,571.000 21,426.00 (F) 148 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 76,871.00 3,751.000 3,751.00 3,751.000 3,751.00 (F) 149 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 3,400.00 0.000 0.00 (F) STRUCTURE 150 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 19,280.00 0.000 0.00 (F) WITHOUT WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 4,820.00 0.000 0.00 (F) WITHOUT WALKWAY) 152 FURNISH LAMINATED PANEL SIGN M2 200.0000 54,000.00 0.000 0.00 (25.4 MM-TYPE A) 153 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,000.00 0.000 0.00 (63.5 MM-TYPE H) 154 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,900.00 0.000 0.00 (1.6 MM-UNFRAMED) 155 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 4,140.00 0.000 0.00 (2.0 MM-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 800.00 0.000 0.00 (1.6 MM-FRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 7,440.00 0.000 0.00 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 7 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 762 MM CAST IN DRILLED HOLE CONCRETE M 2,500.0000 10,000.00 4.000 10,000.00 4.000 10,000.00 PILE (SIGN FOUNDATION) 159 914 MM CAST IN DRILLED HOLE CONCRETE M 2,200.0000 81,400.00 18.400 40,480.00 18.400 40,480.00 PILE (SIGN FOUNDATION) 160 1524 MM CAST-IN-DRILLED-HOLE M 1,700.0000 103,700.00 52.500 89,250.00 52.500 89,250.00 CONCRETE PILE (SIGN FOUNDATION) 161 METAL (RAIL MOUNTED SIGN) KG 10.0000 22,200.00 0.000 0.00 162 ROADSIDE SIGN-ONE POST EA 500.0000 2,000.00 0.000 0.00 (WEED CONTROL MAT RUBBER) 163 ROADSIDE SIGN - ONE POST EA 200.0000 10,400.00 0.000 0.00 164 ROADSIDE SIGN - TWO POST EA 300.0000 3,600.00 0.000 0.00 165 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 8,400.00 0.000 0.00 METHOD) 166 FLUSH MOUNTED SIGN EA 500.0000 1,000.00 0.000 0.00 167 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 168 PREPARE AND STAIN CONCRETE M2 42.0000 4,200.00 0.000 0.00 169 STAIN ROCK M2 10.0000 47,700.00 0.000 0.00 170 STAIN CONCRETE M2 10.0000 2,700.00 0.000 0.00 171 200 MM ALTERNATIVE PIPE CULVERT M 120.0000 6,360.00 0.000 0.00 172 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 16,800.00 0.000 0.00 173 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 305,200.00 1,247.330 174,626.20 174 750 MM ALTERNATIVE PIPE CULVERT M 160.0000 3,520.00 0.000 0.00 175 900 MM ALTERNATIVE PIPE CULVERT M 180.0000 3,600.00 0.000 0.00 176 450 MM HIGH DENSITY POLYETHLENE PIPE M 120.0000 3,000.00 0.000 0.00 TYPE S 177 600 MM HIGH DENSITY POLYETHLENE PIPE M 130.0000 14,300.00 0.000 0.00 TYPE S 178 750 MM HIGH DENSITY POLYETHLENE PIPE M 160.0000 19,840.00 94.300 15,088.00 TYPE S 179 900 MM HIGH DENSITY POLYETHLENE PIPE M 180.0000 5,580.00 30.100 5,418.00 TYPE S 180 1050 MM REINFORCED CONCRETE PIPE M 290.0000 11,890.00 41.000 11,890.00 "CLASS II - METHOD 1" 181 1200 MM REINFORCED CONCRETE PIPE M 600.0000 26,400.00 0.000 0.00 "CLASS II - METHOD 1" 182 1350 MM REINFORCED CONCRETE PIPE M 640.0000 108,800.00 170.000 108,800.00 "CLASS II - METHOD 1" 183 900 MM REINFORCED CONCRETE PIPE M 350.0000 7,000.00 0.000 0.00 "CLASS V SPECIAL - METHOD 2" 184 600 MM ALTERNATIVE PIPE DOWNDRAIN M 100.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 DRAINAGE INLET MARKER EA 100.0000 2,000.00 0.000 0.00 186 GRATED LINE DRAIN M 270.0000 35,100.00 16.000 4,320.00 56.000 15,120.00 187 WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 28,400.00 0.000 0.00 188 900 MM PRECAST CONCRETE PIPE RISER M 300.0000 3,600.00 0.000 0.00 189 400 MM WATER MAIN M 240.0000 88,800.00 0.000 0.00 190 ABANDON WATER FACILITIES M 60.0000 11,400.00 0.000 0.00 191 PRESSURE REDUCING STATION AND TELEMETRY LS 104,660.0000 104,660.00 0.000 0.00 SYSTEM (WATER VALVES, LATERALS) 192 460 MM SEWER MAIN M 240.0000 21,840.00 58.000 13,920.00 193 305 MM VENT PIPE M 100.0000 8,400.00 70.100 7,010.00 194 914 MM STEEL CASING M 700.0000 55,300.00 58.000 40,600.00 195 MANHOLES 1500 MM X 900 MM EA 10,000.0000 30,000.00 1.000 10,000.00 196 ADJUST EXISTING GATE VALVE COVERS TO EA 1,000.0000 3,000.00 0.000 0.00 GRADE 197 FIRE HYDRANT EA 1,000.0000 1,000.00 1.000 1,000.00 198 SEWER DIVERSION PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 199 400 MM BUTTERFLY VALVE EA 2,000.0000 6,000.00 0.000 0.00 200 300 MM BUTTERFLY VALVE EA 2,000.0000 4,000.00 0.000 0.00 201 ADJUST MANHOLE FRAME AND COVER TO GRADE EA 1,500.0000 4,500.00 0.000 0.00 202 MODIFY MANHOLE (100 MM X 900 MM) EA 5,000.0000 5,000.00 1.000 5,000.00 203 REMOVE MANHOLE EA 1,000.0000 1,000.00 1.000 1,000.00 204 ABANDON PRESSURE REDUCING STATION LS 5,000.0000 5,000.00 0.000 0.00 205 MINOR CONCRETE (BACKFILL) M3 120.0000 3,360.00 0.000 0.00 206 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 400.0000 60,000.00 15.000 6,000.00 207 CONCRETE (CHANNEL LINING) M3 400.0000 9,600.00 12.270 4,908.00 208 CONCRETE (CONCRETE APRON) M3 400.0000 2,400.00 0.000 0.00 209 SLOPE PAVING (CONCRETE) M3 690.0000 33,810.00 0.000 0.00 (F) 210 ROCK SLOPE PROTECTION FABRIC M2 10.0000 2,600.00 20.000 200.00 211 MINOR CONCRETE (CURB) M 60.0000 32,220.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 9 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 141,000.00 88.260 26,478.00 CONSTRUCTION) 213 MINOR CONCRETE (GUTTER) M 130.0000 5,720.00 0.000 0.00 (F) 214 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 99,200.00 0.000 0.00 215 MISCELLANEOUS IRON AND STEEL KG 1.0000 16,798.00 306.000 306.00 5,849.000 5,849.00 (F) 216 ISOLATION CASING (3.3 M) KG 1.0000 11,400.00 11,400.000 11,400.00 (F) 217 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 32,500.00 0.000 0.00 (F) 218 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 48,000.00 7,500.000 22,500.00 (F) 219 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 30,000.00 0.000 0.00 220 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,600.0000 3,200.00 0.000 0.00 221 DELINEATOR (CLASS 1) EA 35.0000 1,575.00 0.000 0.00 222 GUARD RAILING DELINEATOR EA 35.0000 665.00 0.000 0.00 223 CONCRETE BARRIER MARKER EA 35.0000 1,505.00 0.000 0.00 224 METAL BEAM GUARD RAILING M 99.0000 9,900.00 36.300 3,593.70 225 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 160.0000 15,200.00 0.000 0.00 (F) 226 CONCRETE BARRIER (TYPE K) M 85.0000 4,335.00 0.000 0.00 227 PIPE HANDRAILING M 400.0000 10,800.00 0.000 0.00 228 TUBULAR PIPE HANDRAILING M 150.0000 273,600.00 0.000 0.00 (F) 229 CONCRETE BARRIER (TYPE 26 MOD) M 400.0000 4,400.00 0.000 0.00 230 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 221,200.00 0.000 0.00 (F) 231 CONCRETE BARRIER (TYPE 26A MODIFIED) M 528.0000 84,480.00 0.000 0.00 (F) 232 CONCRETE BARRIER (TYPE 26A MODIFIED 2) M 576.0000 227,520.00 0.000 0.00 (F) 233 CABLE RAILING M 77.0000 8,008.00 0.000 0.00 (F) 234 TRANSITION RAILING (TYPE WB) EA 2,700.0000 8,100.00 0.000 0.00 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 0.000 0.00 236 CRASH CUSHION, SAND FILLED EA 380.0000 18,240.00 0.000 0.00 237 CRASH CUSHION (REACT 9CBB) EA 48,600.0000 145,800.00 1.000 48,600.00 238 CRASH CUSHION (REACT 4CBB) EA 37,500.0000 37,500.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE A) M 350.0000 135,800.00 0.000 0.00 (F) 240 CONCRETE BARRIER (TYPE 60) M 180.0000 212,400.00 570.750 102,735.00 241 CONCRETE BARRIER (TYPE 60A) M 175.0000 10,500.00 0.000 0.00 (F) 242 CONCRETE BARRIER (TYPE 60C) M 280.0000 470,400.00 208.300 58,324.00 1,125.000 315,000.00 243 CONCRETE BARRIER (TYPE 60E) M 534.0000 122,820.00 0.000 0.00 244 CONCRETE BARRIER (TYPE 60E MODIFIED) M 576.0000 69,120.00 78.000 44,928.00 78.000 44,928.00 245 CONCRETE BARRIER (TYPE 60C MODIFIED) M 796.0000 56,516.00 0.000 0.00 (F) 246 CONCRETE BARRIER (TYPE 736) M 200.0000 54,400.00 0.000 0.00 (F) 247 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 115,200.00 0.000 0.00 (F) 248 CONCRETE BARRIER (TYPE 736R) M 250.0000 17,750.00 0.000 0.00 (F) 249 CONCRETE BARRIER (TYPE 736A MODIFIED) M 250.0000 5,000.00 0.000 0.00 (F) 250 CONCRETE BARRIER (TYPE 742) M 300.0000 72,900.00 0.000 0.00 (F) 251 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 14,700.00 0.000 0.00 252 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 33,100.00 0.000 0.00 253 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,560.00 0.000 0.00 254 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,370.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 255 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 500.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 256 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,200.00 0.000 0.00 (BROKEN 11.0 M - 3.50 M) 257 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 86,100.00 39,392.838 39,392.84 258 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 10,600.00 6,684.000 6,684.00 259 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 32,100.00 3,818.000 11,454.00 260 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.200 600.00 SYSTEM ELEMENTS DURING CONSTRUCTION 261 SIGNAL AND LIGHTING (LOCATION 1) LS 299,000.0000 299,000.00 0.010 2,990.00 0.400 119,600.00 262 SIGNAL AND LIGHTING (LOCATION 2) LS 156,000.0000 156,000.00 0.030 4,680.00 263 SIGNAL AND LIGHTING LS 142,000.0000 142,000.00 0.080 11,360.00 (CITY STREET LOCATION 1) 264 SIGNAL AND LIGHTING LS 118,000.0000 118,000.00 0.000 0.00 (CITY STREET LOCATION 2) 265 LIGHTING (CITY STREET) LS 144,000.0000 144,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 LIGHTING AND SIGN ILLUMINATION LS 371,000.0000 371,000.00 0.065 24,115.00 0.283 104,993.00 267 CHANGEABLE MESSAGE SIGN SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 268 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 3,600.00 0.000 0.00 269 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 0.000 0.00 270 TRAFFIC MONITORING STATION (LOCATION 1) LS 7,500.0000 7,500.00 0.950 7,125.00 271 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.000 0.00 272 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.460 39,100.00 (LOCATION 1) 273 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.200 17,000.00 0.550 46,750.00 (LOCATION 2) 274 TEMPORARY RAMP METERING SYSTEM LS 9,000.0000 9,000.00 0.930 8,370.00 (LOCATION 3) 275 RAMP METERING SYSTEM (LOCATION 1) LS 93,000.0000 93,000.00 0.020 1,860.00 276 RAMP METERING SYSTEM (LOCATION 2) LS 84,000.0000 84,000.00 0.080 6,720.00 277 RAMP METERING SYSTEM (LOCATION 3) LS 38,000.0000 38,000.00 0.040 1,520.00 278 450 MM REINFORCED CONCRETE PIPE M 165.0000 26,400.00 154.000 25,410.00 279 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 08:42 AM ESTIMATE NO. 18 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 07/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,345,227.96 25,681,387.57 ADJUSTMENT OF COMPENSATION 0.00 394,553.61 EXTRA WORK 32,834.73 669,311.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,378,062.69 26,745,252.24 280 MOBILIZATION LS 0.0000 4,000,000.00 1.000 4,000,000.00 ORIGINAL CONTRACT AMOUNT 47,232,888.80 TOTAL WORK COMPLETED 1,378,062.69 30,745,252.24 MATERIALS ON HAND ON SITE 885,236.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -26,635.60 TOTAL 1,378,062.69 31,603,853.25 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 02/03/14 304 35 35 0 63% 44% PROGRESS IS SATISFACTORY POUND, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/12