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 06/01/11 EST. NO.19 TIME 11:14 AM R.E. NAME: DARNALL, MARK 02-378904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0005 3,936.80 A.C. @ U.P.(+) 123110 N 411111 003 0005 1,443.45 E.W. @ F.A.(+) 081010 N 112116 0009 536.50 032911 N 451120 0010 2,112.50 042911 N 511111 0011 3,237.50 042911 N 511112 004 0010 1,152.03 E.W. @ F.A.(+) 022311 N 451130 0011 432.93 033011 N 451140 0012 250.00 030211 N 426111 005 0023 211.11 E.W. @ F.A.(+) 032111 N 323011 0024 232.55 032211 N 323012 0026 355.05 041511 N 418111 0027 177.04 041911 N 421111 0028 398.93 041811 N 421112 009 0007 4,428.31 E.W. @ F.A.(+) 072110 N 0007 0 0008 4,796.53 072210 N 0008 0 0009 4,796.53 072310 N 0009 0 0010 5,298.65 072610 N 0010 0 011 0006 1,100.00 E.W. @ F.A.(+) 040111 N 0006 0 0007 1,100.00 050111 N 0007 0 013 0003 73.69 E.W. @ F.A.(+) 032911 N 330111 0004 1,645.45 032911 N 591110 0005 1,752.21 033011 N 591120 0006 1,361.90 033111 N 591130 0007 1,322.83 040111 N 591140 0008 2,137.14 040411 N 591150 0009 8,364.42 040511 N 591160 0010 1,206.46 040611 N 591170 0011 1,220.59 040711 N 591180 0012 838.23 040811 N 569 0 0013 1,053.32 041111 N 591110 0014 310.30 041811 N 591111 0015 1,123.78 042511 N 591112 0016 870.79 051811 N 518111 017 0005 5,505.50 E.W. @ F.A.(+) 041811 N 418111 0006 5,610.00 021411 N 418112 0007 18,976.25 102210 N 419111 0008 9,688.25 102010 N 420111 0009 10,975.25 112110 N 420112 0010 5,970.25 122110 N 420113 0011 3,610.75 012611 N 420114 0012 4,611.75 022111 N 420115 0013 2,684.00 042211 N 422111 0014 166.10 051611 N 516111 0015 3,146.00 051711 N 517111 018 0012 1,401.42 E.W. @ F.A.(+) 071310 N 653519 0013 4,622.21 071410 N 653520 0014 5,251.94 071510 N 653521 0015 1,355.24 071910 N 653522 023 0001 7,700.00 E.W. @ F.A.(+) 031211 N 420119 0002 7,700.00 032111 N 510111 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 06/01/11 EST. NO.19 TIME 11:14 AM R.E. NAME: DARNALL, MARK 02-378904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 158,252.43 TOTAL THIS ESTIMATE 169,746.15 TOTAL PREVIOUS ESTIMATE 327,998.58 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 06/01/11 EST. NO.19 TIME 11:14 AM R.E. NAME: DARNALL, MARK 02-378904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE VIOLATION OF 5/1 -295,449.00 08 VIOLOATION OF 5/1/01 -125,140.72 09 VIOLATION OF 5-1.01 -183,178.80 10 RETURN VIOLAT 5/1/01 112,737.02 11 VIOLATION OF 5-1.01 -46,448.08 12 RTN PARTIAL 5-1.01 176,637.11 13 RETURN PARTIA 5-1.01 34,284.38 14 VIOLATION OF 5-1.01 -5,498.44 15 RETURN VIO OF 5-1.01 2,284.38 16 RETURN 5-1.01 DEDUCT 329,772.15 17 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 1/10 -5,000.00 03 RETURN 1/10 DEDUCT 5,000.00 06 PER 07/10 LTR -10,000.00 08 RET 07/10 DEDUCT 10,000.00 09 PER LTR DATED 10/10 -1,000.00 11 PER LTR DATED 11/10 -10,000.00 12 RETURN DUDUCT 10/10 1,000.00 12 PER LTR DATED 1/11 -10,000.00 15 PER LTR DATED 2/11 -5,000.00 16 RETURN DEDUCT 11/10 10,000.00 16 PER LTR DATED 3/11 -2,000.00 18 RETURN DEDUCT 1/11 10,000.00 18 PER LTR DATED 5/11 -2,000.00 19 PER LTR DATED 4/11 -5,000.00 19 RETURN DEDUCT 2/11 5,000.00 19 -2,000.00 -9,000.00 TOTAL DEDUCTIONS -2,000.00 -9,000.00 PROGRAM CAS145 PAGE 1 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-R39.5/R40.8 ----------------------- TUTOR SALIBA CORPORATION IN SHASTA COUNTY NEAR LAKEHEAD FROM 15901 OLDEN STREET 0.3 KM NORTH OF ANTLER SUMMIT SYLMAR CA 91342 OVERCROSSING TO 0.5 KM NORTH OF ANTLER UNDERPASS FED. AID NO. ACBR-058(337)N ,NH-058(337)N BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 5,750.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 8,500.0000 11,050,000.00 44.000 374,000.00 362.000 3,077,000.00 04 TEMPORARY FENCE (TYPE ESA) M 16.0000 34,560.00 1,241.590 19,865.44 05 TEMPORARY INLET EA 2,600.0000 5,200.00 3.000 7,800.00 06 600 MM TEMPORARY CULVERT M 375.0000 48,750.00 125.300 46,987.50 07 1050 MM TEMPORARY CULVERT M 1,600.0000 4,800.00 0.000 0.00 08 TEMPORARY ACTIVE TREATMENT SYSTEM LS 510,000.0000 510,000.00 0.025 12,750.00 0.650 331,500.00 09 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.033 165.00 0.278 1,390.00 10 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.013 45.50 0.611 2,138.50 PREVENTION PLAN 11 TEMPORARY FIBER ROLL M 13.0000 38,220.00 2,322.420 30,191.46 12 TEMPORARY SILT FENCE M 38.0000 51,300.00 187.400 7,121.20 3,401.120 129,242.56 13 TEMPORARY GRAVEL BAG BERM M 48.0000 31,680.00 904.340 43,408.32 14 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 40,000.00 5.000 10,000.00 15 TEMPORARY COVER M2 2.3500 49,350.00 16,371.220 38,472.37 16 TEMPORARY CHECK DAM M 51.0000 15,810.00 19.200 979.20 17 MOVE-IN/MOVE-OUT EA 1,000.0000 15,000.00 5.000 5,000.00 (TEMPORARY EROSION CONTROL) 18 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 18,500.00 4.000 2,000.00 19 TEMPORARY HYDRAULIC MULCH M2 1.2000 65,880.00 37,850.600 45,420.72 (POLYMER STABILIZED FIBER MATRIX) 20 STREET SWEEPING LS 247,000.0000 247,000.00 0.034 8,398.00 0.279 68,913.00 21 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 0.034 1,020.00 0.279 8,370.00 22 TEMPORARY SOIL BINDER M2 0.1200 21,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.082 4,100.00 24 TRAFFIC CONTROL SYSTEM LS 480,000.0000 480,000.00 0.244 117,120.00 25 TRAFFIC CONTROL SURVEILLANCE WDAY 1,150.0000 207,000.00 0.000 0.00 26 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 3,055.00 1.950 126.75 27 TEMPORARY PAVEMENT MARKING (TAPE) M2 86.0000 1,032.00 0.000 0.00 28 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.4000 84,480.00 996.700 2,392.08 29 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 15,400.00 0.000 0.00 30 TEMPORARY CHANNEL MARKING LS 70,000.0000 70,000.00 0.900 63,000.00 31 PORTABLE CHANGEABLE MESSAGE SIGN LS 276,000.0000 276,000.00 0.244 67,344.00 32 PORTABLE RADAR TRAILER LS 65,000.0000 65,000.00 0.004 260.00 33 TEMPORARY RAILING (TYPE K) M 71.0000 581,490.00 1,569.660 111,445.86 34 TEMPORARY CRASH CUSHION MODULE EA 318.0000 41,340.00 28.000 8,904.00 35 ABANDON CULVERT EA 6,200.0000 62,000.00 0.000 0.00 36 REMOVE CHAIN LINK FENCE M 22.0000 12,320.00 480.600 10,573.20 37 REMOVE METAL BEAM GUARD RAILING M 30.0000 18,300.00 0.000 0.00 38 REMOVE YELLOW TRAFFIC STRIPE M 5.0000 13,200.00 0.000 0.00 39 REMOVE WHITE TRAFFIC STRIPE M 5.0000 73,500.00 71.600 358.00 40 REMOVE PAVEMENT MARKING M2 32.0000 1,504.00 0.000 0.00 41 REMOVE PAVEMENT MARKER EA 1.0000 270.00 61.000 61.00 42 REMOVE ROADSIDE SIGN EA 450.0000 7,650.00 7.000 3,150.00 43 REMOVE ROADSIDE SIGN PANEL EA 500.0000 1,000.00 0.000 0.00 44 REMOVE OVERSIDE DRAIN EA 1,600.0000 6,400.00 1.000 1,600.00 45 REMOVE CULVERT EA 1,860.0000 24,180.00 0.000 0.00 46 REMOVE INLET EA 1,700.0000 34,000.00 1.000 1,700.00 47 REMOVE STANDPIPE EA 1,300.0000 2,600.00 1.000 1,300.00 48 ADJUST INLET EA 1,600.0000 6,400.00 0.000 0.00 49 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 66,010.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 62.0000 114,080.00 0.000 0.00 51 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.0000 92,000.00 0.000 0.00 52 SOFFIT OPENING HATCH EA 29,000.0000 116,000.00 0.000 0.00 53 CAP INLET EA 1,400.0000 9,800.00 0.000 0.00 54 REMOVE CRASH CUSHION EA 450.0000 450.00 0.000 0.00 55 BRIDGE REMOVAL (SUPERSTRUCTURE) LS 2500,000.0000 2,500,000.00 0.000 0.00 56 BRIDGE REMOVAL (SUBSTRUCTURE) LS 1000,000.0000 1,000,000.00 0.000 0.00 57 CLEARING AND GRUBBING LS 277,000.0000 277,000.00 0.950 263,150.00 58 ROADWAY EXCAVATION M3 48.0000 11,424,000.00 5,018.000 240,864.00 182,404.000 8,755,392.00 59 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 0.000 0.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 61,800.00 2,113.500 63,405.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 10,000.00 100.000 10,000.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 20,550.00 235.620 11,781.00 F) 63 STRUCTURE BACKFILL (BRIDGE) M3 78.0000 79,560.00 183.000 14,274.00 F) 64 STRUCTURE BACKFILL (RETAINING WALL) M3 67.0000 23,852.00 95.840 6,421.28 F) 65 PREPARE HOLE EA 130.0000 28,600.00 0.000 0.00 66 ROCK AND OTHER SURFACE STAINING M2 30.0000 80,100.00 0.000 0.00 67 SOIL MANAGEMENT PLAN LS 10,000.0000 10,000.00 0.000 0.00 68 MULCH M2 5.0000 75,500.00 0.000 0.00 69 EROSION CONTROL (TYPE D1) M2 3.0000 321,000.00 4,097.000 12,291.00 70 EROSION CONTROL (TYPE D2) M2 3.0000 54,000.00 8,810.000 26,430.00 71 FIBER ROLLS M 10.0000 61,700.00 0.000 0.00 72 COMPOST, INCORPORATE M2 6.7000 716,900.00 4,669.900 31,288.33 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 4.000 4,000.00 74 200 MM CORRUGATED HIGH DENSITY M 89.0000 10,680.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 75 CLASS 2 AGGREGATE BASE M3 68.0000 992,800.00 27.000 1,836.00 76 CEMENT TREATED PERMEABLE BASE M3 86.0000 382,700.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 HOT MIX ASPHALT TONN 82.0000 2,492,800.00 0.000 0.00 78 SHOULDER RUMBLE STRIP STA 1,640.0000 45,920.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 79 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 40.0000 24,800.00 0.000 0.00 80 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 50.0000 2,300.00 0.000 0.00 81 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 50.0000 8,000.00 0.000 0.00 82 PLACE HOT MIX ASPHALT M2 26.0000 988.00 0.000 0.00 (MISCELLANEOUS AREA) 83 FURNISH STEEL PILING (HP 250 X 62) M 75.0000 20,850.00 152.600 11,445.00 84 DRIVE STEEL PILE (HP 250 X 62) EA 3,200.0000 121,600.00 22.000 70,400.00 85 37XX MM PERMANENT STEEL CASING M 45,000.0000 6,165,000.00 0.010 450.00 16.000 720,000.00 86 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 4,050.0000 1,737,450.00 429.000 1,737,450.00 PILING 87 3700 MM CAST-IN-DRILLED-HOLE CONCRETE M 42,500.0000 5,822,500.00 1.000 42,500.00 16.000 680,000.00 PILING 88 3500 MM CAST-IN-DRILLED-HOLE CONCRETE M 22,000.0000 4,268,000.00 18.080 397,760.00 26.580 584,760.00 PILING (ROCK SOCKET) 89 AQUATIC SOUND ATTENUATION SYSTEM LS 1.0000 1.00 0.000 0.00 90 LOAD TEST PILE LS 7000,000.0000 7,000,000.00 0.970 6,790,000.00 91 PRESTRESSING CAST-IN-PLACE CONCRETE LS 5400,000.0000 5,400,000.00 0.000 0.00 (SEGMENTAL & PIER TABLE TENDONS) 92 PRESTRESSING CAST-IN-PLACE CONCRETE LS 450,000.0000 450,000.00 0.000 0.00 (TRANSVERSE DECK TENDONS) 93 PRESTRESSING CAST-IN-PLACE CONCRETE LS 70,000.0000 70,000.00 0.000 0.00 (HIGH STRENGTH BARS-EPOXY COATED) 94 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 355,000.00 355.000 355,000.00 F) 95 STRUCTURAL CONCRETE, BRIDGE M3 1,144.0000 3,523,520.00 599.000 685,256.00 F) 96 STRUCTURAL CONCRETE, BRIDGE (PIERS 2.5) M3 990.0000 1,326,600.00 0.000 0.00 F) BOX GIRDER (134') 97 STRUCTURAL CONCRETE, BRIDGE (PIERS 3,4) M3 1,138.0000 3,800,920.00 0.000 0.00 F) 98 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 19,700,000.00 0.000 0.00 F) (SEGMENTAL BOX GIRDER) 99 STRUCTURAL CONCRETE, RETAINING WALL M3 1,300.0000 179,400.00 100.680 130,884.00 F) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 147,000.00 0.000 0.00 F) (TYPE N MODIFIED) 01 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 154,800.00 0.230 690.00 F) 02 PERMEABLE MATERIAL (SAND TRAP) M3 700.0000 2,100.00 0.000 0.00 03 FILTER FABRIC (SAND TRAP) M2 10.0000 220.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ARCHITECTURAL TEXTURE (BASS RELIEF) M2 440.0000 233,200.00 0.000 0.00 F) 05 ARCHITECTURAL TEXTURE (DRY STACK) M2 255.0000 96,645.00 301.230 76,813.65 F) 06 PRECAST CONCRETE BAT HOUSE EA 8,000.0000 128,000.00 0.000 0.00 07 FURNISH POLYESTER CONCRETE OVERLAY M3 2,785.0000 1,030,450.00 0.000 0.00 08 PLACE POLYESTER CONCRETE OVERLAY M2 15.0000 276,000.00 0.000 0.00 09 PTFE SPHERICAL BEARING EA 29,000.0000 232,000.00 0.000 0.00 10 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,000.0000 315,000.00 0.000 0.00 11 BAR REINFORCING STEEL (BRIDGE) KG 1.2600 2,104,200.00 55,935.000 70,478.10 225,788.000 284,492.88 F) 12 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 16,434.00 6,847.000 11,297.55 F) 13 BAR REINFORCING STEEL, BRIDGE KG 1.3900 3,579,250.00 0.000 0.00 F) (SUPERSTRUCTURE) 14 BAR REINFORCING STEEL (EPOXY COATED) KG 2.0200 3,217,860.00 0.000 0.00 F) (BRIDGE) 15 HEADED BAR REINFORCEMENT EA 36.0000 330,840.00 0.000 0.00 F) 16 FURNISH LAMINATED PANEL SIGN M2 170.0000 10,880.00 0.000 0.00 (63.5 MM-TYPE B) 17 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 600.00 2.370 237.00 (1.6 MM-UNFRAMED) 18 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 550.00 4.460 490.60 (2.0 MM-UNFRAMED) 19 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 900.00 0.000 0.00 (1.6 MM-FRAMED) 20 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 2,720.00 0.000 0.00 (2.0 MM-FRAMED) 21 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 0.000 0.00 22 ROADSIDE SIGN - TWO POST EA 500.0000 2,000.00 0.000 0.00 23 INSTALL ROADSIDE SIGN EA 1,700.0000 10,200.00 0.000 0.00 (LAMINATED WOOD BOX POST) 24 WORK AREA MONITORING LS 20,000.0000 20,000.00 0.000 0.00 25 PREPARE AND PAINT CONCRETE M2 75.0000 28,425.00 0.000 0.00 26 450 MM ALTERNATIVE PIPE CULVERT M 600.0000 1,800.00 0.000 0.00 27 600 MM ALTERNATIVE PIPE CULVERT M 400.0000 216,000.00 57.035 22,814.00 28 750 MM ALTERNATIVE PIPE CULVERT M 900.0000 153,000.00 51.250 46,125.00 29 900 MM ALTERNATIVE PIPE CULVERT M 460.0000 26,220.00 0.000 0.00 30 1050 MM ALTERNATIVE PIPE CULVERT M 600.0000 14,400.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 200 MM PERFORATED PLASTIC M 100.0000 237,000.00 0.000 0.00 PIPE UNDERDRAIN 32 80 MM PLASTIC PIPE (EDGE DRAIN) M 43.0000 73,100.00 0.000 0.00 33 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 94.0000 15,040.00 0.000 0.00 34 600 MM DOWNDRAIN SLIP JOINT EA 425.0000 1,275.00 0.000 0.00 35 750 MM DOWNDRAIN SLIP JOINT EA 520.0000 520.00 0.000 0.00 36 600 MM ANCHOR ASSEMBLY EA 475.0000 11,400.00 0.000 0.00 37 750 MM ANCHOR ASSEMBLY EA 500.0000 2,500.00 0.000 0.00 38 CABLE ANCHORAGE SYSTEM M 143.0000 21,450.00 0.000 0.00 39 600 MM ALTERNATIVE PIPE DOWNDRAIN M 206.0000 24,720.00 0.000 0.00 40 750 MM ALTERNATIVE PIPE DOWNDRAIN M 340.0000 7,820.00 0.000 0.00 41 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 13,200.00 1.800 2,160.00 (2.01 MM THICK) 42 WELDED STEEL PIPE CASING (BRIDGE) M 300.0000 18,600.00 0.000 0.00 43 600 MM ALTERNATIVE FLARED END SECTION EA 140.0000 420.00 0.000 0.00 44 900 MM DEBRIS RACK CAGE (H = 1.8 M) KG 100.0000 12,640.00 0.000 0.00 F) 45 ROCK SLOPE PROTECTION (75MM, METHOD B) M3 148.0000 26,640.00 89.000 13,172.00 46 ROCK MASONRY ENERGY DISSIPATOR EA 10,000.0000 10,000.00 0.000 0.00 47 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 143.0000 34,320.00 0.000 0.00 48 ROCK SLOPE PROTECTION M3 600.0000 840.00 0.000 0.00 (BACKING NO. 2, METHOD B) 49 ROCK SLOPE PROTECTION FABRIC M2 8.0000 4,400.00 0.000 0.00 50 MISCELLANEOUS IRON AND STEEL KG 7.0000 36,610.00 0.000 0.00 F) 51 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 412,800.00 0.000 0.00 F) 52 BRIDGE DECK DRAINAGE SYSTEM KG 22.0000 24,200.00 0.000 0.00 F) 53 STEEL WORK PLATFORM EA 23,000.0000 184,000.00 0.000 0.00 F) 54 CHAIN LINK FENCE (TYPE CL-2.4) M 60.0000 147,000.00 508.250 30,495.00 55 ONE WAY DEER GATE EA 3,500.0000 14,000.00 0.000 0.00 56 5.5 M CHAIN LINK GATE (TYPE CL-2.1) EA 1,100.0000 2,200.00 0.000 0.00 57 DELINEATOR (BARRIER MOUNTED) EA 15.0000 2,250.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DELINEATOR (CLASS 2) EA 65.0000 2,340.00 0.000 0.00 59 MILEPOST MARKER EA 70.0000 700.00 0.000 0.00 60 UNDERDRAIN MARKER EA 25.0000 600.00 0.000 0.00 61 MARKER (CULVERT) EA 60.0000 1,380.00 0.000 0.00 62 OBJECT MARKER (TYPE L-1) EA 57.0000 171.00 0.000 0.00 63 METAL BEAM GUARD RAILING M 100.0000 18,000.00 0.000 0.00 64 VEGETATION CONTROL (MINOR CONCRETE) M2 52.0000 25,480.00 0.000 0.00 65 CABLE RAILING M 264.0000 4,488.00 0.000 0.00 66 TRANSITION RAILING (TYPE WB) EA 4,500.0000 13,500.00 0.000 0.00 67 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 0.000 0.00 68 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 16,800.00 0.000 0.00 70 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 0.000 0.00 71 CONCRETE BARRIER (TYPE 60) M 277.0000 310,240.00 0.000 0.00 72 CONCRETE BARRIER (TYPE 60A) M 277.0000 169,524.00 0.000 0.00 F) 73 CONCRETE BARRIER (TYPE 60C) M 305.0000 106,750.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 60D) M 288.0000 7,776.00 0.000 0.00 75 CONCRETE BARRIER (TYPE 60E) M 326.0000 15,648.00 0.000 0.00 76 CALIFORNIA ST-20S BRIDGE RAILING M 1,000.0000 1,226,000.00 0.000 0.00 F) 77 100 MM TWO-COMPONENT PAINT M 7.0000 105,700.00 0.000 0.00 TRAFFIC STRIPE 78 200 MM TWO-COMPONENT PAINT M 15.0000 2,700.00 0.000 0.00 TRAFFIC STRIPE 79 100 MM TWO COMPONENT PAINT STRIPE M 7.0000 77,000.00 0.000 0.00 (BROKEN 10.98-3.66) 80 TWO-COMPONENT PAINT PAVEMENT MARKING M2 500.0000 6,000.00 0.000 0.00 81 PAVEMENT MARKER EA 7.0000 8,260.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 82 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 49,000.0000 49,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 83 LIGHTING LS 250,000.0000 250,000.00 0.000 0.00 84 CRANE, HOIST AND LIGHTING LS 1650,000.0000 1,650,000.00 0.000 0.00 ASSEMBLY SYSTEM PROGRAM CAS145 PAGE 8 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 HIGHWAY ADVISORY RADIO SYSTEM LS 65,000.0000 65,000.00 0.000 0.00 86 TEMPORARY SOLAR FLASHING BEACON SYSTEM LS 30,000.0000 30,000.00 0.966 28,980.00 87 INDUCTIVE LOOP DETECTOR LS 10,000.0000 10,000.00 0.000 0.00 88 POWER AND TELEPHONE SERVICE LS 35,000.0000 35,000.00 0.000 0.00 89 SEISMIC MONITORING SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 90 COMMUNICATION CONDUIT (BRIDGE) M 100.0000 250,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 06/01/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 11:14 AM ESTIMATE NO. 19 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 06/01/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,155,551.80 25,748,095.25 ADJUSTMENT OF COMPENSATION 3,936.80 7,070.80 EXTRA WORK 154,315.63 320,927.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,313,804.23 26,076,093.83 91 MOBILIZATION LS 736,352.0000 10,736,352.00 0.950 10,199,534.40 ORIGINAL CONTRACT AMOUNT 124,677,700.00 TOTAL WORK COMPLETED 1,313,804.23 36,275,628.23 MATERIALS ON HAND ON SITE 2,236,308.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -9,000.00 TOTAL 1,311,804.23 38,502,937.20 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 10/14/09 1300 11/30/09 12/08/09 03/04/15 362 1 0 0 29% 28% PROGRESS IS SATISFACTORY DARNALL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 06/01/11