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 03/23/11 EST. NO.35 TIME 01:43 PM R.E. NAME: MOEN, MIKE 11-2T0004 --------------------------------------------------------------------------- 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 0020 948.41 E.W. @ F.A.(+) 072408 N 0022.0 0438 1,055.25 012609 N 0258.0 0471 1,396.06 113010 N 0705.0 0491 289.68 081310 N 0728.0 0506 241.71 100509 N 0394.1 0508 3,449.05 083010 N 0743.0 0509 167.58 083010 N 0744.0 0510 3,178.28 083110 N 0745.0 0511 4,104.10 090110 N 0746.0 0512 2,334.37 122310 N 0748.0 0513 1,699.32 011211 N 0749.0 0514 1,464.16 012711 N 0750.0 0515 1,399.69 012811 N 0751.0 0518 924.17 090710 N 0756.0 0519 556.90 090910 N 0757.0 0520 525.21 091010 N 0758.0 0521 170.61 091410 N 0759.0 0522 330.08 091410 N 0760.0 0523 276.80 091310 N 0761.0 0525 180.53 091710 N 0763.0 0526 378.22 092010 N 0764.0 0527 494.41 092110 N 0765.0 0528 707.87 092210 N 0766.0 0529 314.28 092310 N 0768.0 0530 327.74 092410 N 0769.0 0531 481.78 092910 N 0773.0 0532 104.43 093010 N 0776.0 0533 283.79 100110 N 0777.0 0534 242.42 100510 N 0780.0 0535 89.69 100610 N 0782.0 0537 473.93 110910 N 0788.0 0540 266.17 111010 N 0791.0 0541 254.67 111210 N 0793.0 0542 376.63 112210 N 0796.0 002 0010 1,862.50 A.C. @ U.P.(+) 011011 N 0010 0 006 0166 177.18 E.W. @ F.A.(+) 090310 N 0755.0 0177 1,703.73 110510 N 0785.0 0179 525.13 111010 N 0792.0 011 0001 600.00 E.W. @ L.S.(+) 022211 N 0001 0 056 0002 607.44 E.W. @ F.A.(+) 012011 N 0752.0 0003 92,119.50 E.W. @ L.S.(+) 021711 N 0003 0 0004 120,388.97 031811 N 0004 0 061 0001 14,574.00 A.C. @ L.S.(+) 022211 N 0001 0 262,046.44 TOTAL THIS ESTIMATE 3,953,159.71 TOTAL PREVIOUS ESTIMATE 4,215,206.15 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 03/23/11 EST. NO.35 TIME 01:43 PM R.E. NAME: MOEN, MIKE 11-2T0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING EQUIP LISTS -2,000.00 01 VAR MISSING CERTS -31,000.00 01 CEM-1201/HC-45 -4,000.00 02 MISSING EQUIP LISTS -12,000.00 02 VAR MISSING RELEASES -1,250.83 02 CEM-1201/HC-45 4,000.00 04 CERTS/RELEASES -13,765.50 04 EQUIPMENT LISTS 10,000.00 04 CERTS/RELEASES 27,531.00 05 CERTS/RELEASES -23,336.70 06 EQUIPMENT LISTS -3,000.00 06 CERTS/RELEASES 784.12 07 EQUIPMENT LISTS 1,000.00 07 AC REL. COMPACTION -3,334.52 08 CERTS/RELEASES -9,276.79 08 EQUIPMENT LISTS 2,000.00 08 CERTS/RELEASES 35,209.42 09 FLAGGING CERTS -2,000.00 09 CERTS/RELEASES 8,596.60 10 EQUIPMENT LISTS 1,000.00 10 FLAGGING CERTS -11,000.00 10 CERTS/RELEASES 3,000.00 11 FLAGGING CERTS/MISC 12,000.00 11 CERTS/RELEASES 1,225.80 12 EQUIPMENT LISTS -4,000.00 12 FLAGGING/CERTS 1,000.00 17 RELEASES/CERTS -11,735.10 17 RELEASES/CERTS -7,207.50 18 EQUIPMENT LISTS 9,000.00 19 MATLS, OUT-OF-SPEC 3,334.52 19 RELEASES/CERTS 14,017.98 19 0.00 -5,207.50 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 04 DOCS RECD 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JUNE -10,000.00 02 O/S PRS JULY -10,000.00 04 O/S PRS AUG -10,000.00 06 O/S PRS SEPT -10,000.00 07 O/S PRS OCT -10,000.00 08 PRS RECD JUNE 10,000.00 08 PRS RECD JULY 10,000.00 08 O/S PRS NOV -10,000.00 09 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 03/23/11 EST. NO.35 TIME 01:43 PM R.E. NAME: MOEN, MIKE 11-2T0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD SEPT 10,000.00 09 PRS RECD OCT 10,000.00 09 O/S PRS DEC -10,000.00 10 PRS RECD AUG 10,000.00 10 O/S PRS JAN -10,000.00 11 O/S PRS FEB 09 -10,000.00 12 O/S PRS MARCH -10,000.00 13 PRS RECD DEC 10,000.00 13 PRS RECD JAN 10,000.00 13 O/S PRS APRIL -10,000.00 14 PRS RECD MAR 10,000.00 14 O/S PRS MAY -10,000.00 15 PRS RECD NOV 10,000.00 15 PRS RECD FEB 10,000.00 15 O/S PRS JUNE -10,000.00 16 PRS RECD APRIL 10,000.00 16 O/S PRS JULY -10,000.00 17 O/S PRS AUG -10,000.00 18 PRS RECD MAY 10,000.00 18 O/S PRS SEPT -3,000.00 19 PRS RECD AUG 10,000.00 19 PRS RECD JUNE 10,000.00 19 PRS RECD JULY 10,000.00 19 O/S PRS OCT 09 -10,000.00 20 O/S PRS NOV -2,000.00 21 PRS RECD OCT 10,000.00 21 PRTL PRS SEPT 2,000.00 21 O/S PRS JAN -1,000.00 23 PRTL PRS RECD NOV 1,000.00 23 O/S PRS FEB -1,000.00 24 PRS RECD NOV 1,000.00 24 O/S PRS MARCH 10 -2,000.00 25 PRS RECD JAN 10 1,000.00 25 PRS RECD SEPT 09 1,000.00 25 O/S PRS APRIL -1,000.00 26 O/S PRS JUNE -1,000.00 28 PRS RECD FEB 1,000.00 28 PRS RECD MARCH 2,000.00 28 O/S PRS JULY -2,000.00 29 O/S PRS AUG -1,000.00 30 PRTL PRS JULY 1,000.00 30 O/S PRS SEPT -1,000.00 31 PRS RECD JUNE 1,000.00 31 PRS RECD AUG 1,000.00 31 O/S PRS OCT -1,000.00 32 PRS RECD JULY 1,000.00 32 O/S PRS NOV -3,000.00 33 O/S PRS DEC -3,000.00 34 0.00 -9,000.00 TOTAL DEDUCTIONS 0.00 -14,207.50 PROGRAM CAS145 PAGE 1 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 LOCATION PROGRESS ESTIMATE 11-SD-52-17.0/17.7 ----------------- SKANSKA USA CIVIL WEST IN SAN DIEGO COUNTY IN AND NEAR 1995 AGUA MANSA ROAD SANTEE ON ROUTE 52 AND ON ROUTE 67 RIVERSIDE CA 92092-2405 FED. AID NO. HPLU-6211(75)E ,HPLU-6211(76)E CONSTRUCT FREEWAY AND INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 2,825.0000 1,737,375.00 37.000 104,525.00 641.000 1,810,825.00 03 TEMPORARY FENCE M 32.0000 83,200.00 2,457.000 78,624.00 04 TEMPORARY FENCE (TYPE ESA) M 13.0000 16,900.00 1,509.000 19,617.00 05 CONSTRUCTION SITE MANAGEMENT LS 140,000.0000 140,000.00 0.056 7,840.00 0.980 137,200.00 06 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.023 115.00 0.892 4,460.00 S) PREVENTION PLAN 08 TEMPORARY HYDRAULIC MULCH M2 0.3000 51,600.00 65,124.900 19,537.47 S) 09 TEMPORARY FIBER ROLL M 4.3500 185,310.00 5,352.300 23,282.51 14,513.190 63,132.38 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,650.0000 36,500.00 10.000 36,500.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 5,250.0000 78,750.00 19.000 99,750.00 12 TEMPORARY CHECK DAM M 34.0000 65,620.00 180.700 6,143.80 1,456.000 49,504.00 13 MOVE-IN/MOVE-OUT EA 775.0000 1,550.00 5.000 3,875.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 48,000.00 63.000 25,200.00 15 STREET SWEEPING LS 70,000.0000 70,000.00 0.056 3,920.00 0.980 68,600.00 16 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.020 1,200.00 0.849 50,940.00 S) 17 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.056 14,000.00 0.980 245,000.00 S) 18 TYPE III BARRICADE EA 260.0000 3,900.00 23.000 5,980.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 3,000.00 61.720 1,543.00 179.570 4,489.25 S) 20 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.3000 45,580.00 4,694.000 20,184.20 13,869.000 59,636.70 S) 21 TEMPORARY PAVEMENT MARKER EA 3.5000 5,005.00 1,091.000 3,818.50 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 80,000.00 0.453 4,530.00 7.841 78,410.00 S) PROGRAM CAS145 PAGE 2 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 43.0000 623,500.00 15,932.370 685,091.91 S) 24 TRAFFIC PLASTIC DRUM EA 150.0000 19,500.00 199.000 29,850.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 300.0000 78,000.00 387.000 116,100.00 S) 26 ABANDON CULVERT M 40.0000 3,680.00 44.500 1,780.00 27 REMOVE FENCE M 15.0000 13,950.00 1,505.450 22,581.75 28 REMOVE METAL BEAM GUARD RAILING M 18.0000 91,260.00 5,042.700 90,768.60 29 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 13.0000 50,960.00 6.000 78.00 3,781.550 49,160.15 S) MARKING 30 REMOVE ROADSIDE SIGN EA 104.0000 4,160.00 3.000 312.00 25.000 2,600.00 31 REMOVE SIGN STRUCTURE EA 7,000.0000 21,000.00 3.000 21,000.00 32 REMOVE ASPHALT CONCRETE DIKE M 4.0000 5,760.00 372.000 1,488.00 895.000 3,580.00 33 REMOVE CULVERT M 40.0000 16,000.00 360.860 14,434.40 34 REMOVE INLET EA 650.0000 9,100.00 12.000 7,800.00 35 REMOVE BASE AND SURFACING M3 5.0000 9,350.00 20.200 101.00 2,629.850 13,149.25 36 RESET ROADSIDE SIGN EA 150.0000 150.00 0.000 0.00 37 RELOCATE ROADSIDE SIGN EA 150.0000 900.00 6.000 900.00 6.000 900.00 38 MODIFY SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 S) 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 4,400.00 1,102.600 4,410.40 1,102.600 4,410.40 S) 40 REMOVE CONCRETE M3 41.0000 24,190.00 379.030 15,540.23 41 CAP INLET EA 3,000.0000 12,000.00 3.000 9,000.00 42 CLEARING AND GRUBBING LS 148,000.0000 148,000.00 1.000 148,000.00 43 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.056 1,120.00 0.980 19,600.00 44 ROADWAY EXCAVATION M3 13.0000 750,100.00 73,239.810 952,117.53 45 STRUCTURE EXCAVATION (BRIDGE) M3 10.0000 40,550.00 4,055.000 40,550.00 F) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 351,000.00 5,906.000 354,360.00 F) 47 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 110.0000 26,400.00 240.000 26,400.00 F) 48 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 137,500.00 2,750.000 137,500.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 58.0000 468,350.00 8,111.000 470,438.00 F) PROGRAM CAS145 PAGE 3 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 418.0000 10,450.00 25.000 10,450.00 F) 51 PERVIOUS BACKFILL MATERIAL (RETAINING M3 47.0000 37,271.00 799.000 37,553.00 F) WALL) 52 ISOLATION CASING BACKFILL M3 39.0000 8,580.00 220.000 8,580.00 F) 53 SAND BACKFILL M3 195.0000 5,265.00 8.600 1,677.00 54 GEOSYNTHETIC REINFORCED EMBANKMENT M2 180.0000 9,360.00 0.000 0.00 F) 55 EARTH RETAINING STRUCTURE, LOCATION A M2 790.0000 414,750.00 509.000 402,110.00 F) 56 EARTH RETAINING STRUCTURE, LOCATION B M2 790.0000 347,600.00 440.000 347,600.00 F) 57 EARTH RETAINING STRUCTURE, LOCATION C M2 790.0000 556,950.00 -3,658.000-2,889,820.00 705.000 556,950.00 F) 58 SOIL NAIL ASSEMBLY M 160.0000 81,600.00 510.000 81,600.00 S) 59 IMPORTED BORROW M3 4.6500 999,750.00 193,778.860 901,071.70 60 IMPORTED TOPSOIL M3 51.0000 38,250.00 500.000 25,500.00 750.000 38,250.00 S) 61 EROSION CONTROL (TYPE D) M2 0.7500 87,750.00 22,000.000 16,500.00 22,000.000 16,500.00 S) 62 FIBER ROLLS M 8.2500 15,840.00 -1,000.000 -8,250.00 2,113.400 17,435.55 S) 63 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 0.000 0.00 S) 64 WATER METER EA 135,000.0000 135,000.00 0.030 4,050.00 S) 65 200 MM CORRUGATED HIGH DENSITY M 88.0000 1,496.00 21.000 1,848.00 POLYETHYLENE PIPE CONDUIT 66 200 MM WELDED STEEL PIPE CONDUIT M 558.0000 18,414.00 33.000 18,414.00 SF)(6.35 MM THICK) 67 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 68 CLASS 4 AGGREGATE SUBBASE M3 28.0000 372,400.00 14,894.390 417,042.92 69 CLASS 2 AGGREGATE BASE M3 38.0000 589,000.00 90.000 3,420.00 16,123.230 612,682.74 70 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 455.0000 7,735.00 0.000 0.00 71 ASPHALT CONCRETE (TYPE A) TONN 88.0000 1,311,200.00 10,734.640 944,648.32 17,499.220 1,539,931.36 72 ASPHALT CONCRETE BASE (TYPE A) TONN 85.0000 827,050.00 11,078.500 941,672.50 73 PLACE ASPHALT CONCRETE DIKE M 6.0000 11,100.00 1,775.700 10,654.20 1,795.700 10,774.20 74 SHOULDER RUMBLE STRIP STA 71.0000 3,479.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 75 ASPHALTIC EMULSION (PAINT BINDER) TONN 330.0000 4,620.00 21.220 7,002.60 24.868 8,206.44 76 CONCRETE PAVEMENT M3 365.0000 514,650.00 1,523.230 555,978.95 PROGRAM CAS145 PAGE 4 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 225.0000 92,250.00 327.300 73,642.50 S) PILING 78 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 22,000.0000 1,386,000.00 62.600 1,377,200.00 S) PILING 79 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 11,250.0000 7,751,250.00 670.800 7,546,500.00 S) PILING 80 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 35,000.0000 2,415,000.00 73.900 2,586,500.00 S) PILING (ROCK SOCKET) 81 FURNISH PILING (CLASS 625) M 225.0000 74,475.00 331.000 74,475.00 (ALTERNATIVE V) 82 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 2,300.0000 89,700.00 39.000 89,700.00 S) 83 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1345,000.0000 1,345,000.00 1.000 1,345,000.00 S) 84 PRESTRESSING (TRANSVERSE) LS 58,000.0000 58,000.00 1.000 58,000.00 S) 85 STRUCTURAL CONCRETE M3 550.0000 33,000.00 60.000 33,000.00 F) 86 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 365.0000 178,485.00 489.000 178,485.00 F) 87 STRUCTURAL CONCRETE, BRIDGE M3 845.0000 15,718,690.00 24.550 20,744.75 18,602.000 15,718,690.00 F) 88 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 1,525,750.00 3,657.000 1,554,225.00 F) 89 STRUCTURAL CONCRETE, BARRIER SLAB M3 840.0000 274,680.00 327.000 274,680.00 F) 90 STRUCTURAL CONCRETE, APPROACH SLAB M3 925.0000 275,650.00 298.000 275,650.00 F) (TYPE N MODIFIED) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 510,400.00 8.378 18,431.60 221.987 488,371.40 F) 92 MINOR CONCRETE (SOUND WALL) M3 1,450.0000 11,600.00 8.000 11,600.00 F) 93 EXPOSED AGGREGATE FINISH M2 155.0000 34,100.00 220.000 34,100.00 F) 94 ARCHITECTURAL TREATMENT (GRID TEXTURE) M2 36.0000 92,700.00 2,470.000 88,920.00 F) 95 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 252,000.00 28.000 252,000.00 S) T BEAM 96 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 70,000.00 28.000 70,000.00 S) T BEAM 97 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,100.0000 61,500.00 15.000 61,500.00 S) SQUARE BEAM 98 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 37,500.00 15.000 37,500.00 S) SQUARE BEAM 99 SOUND WALL (MASONRY BLOCK) M2 225.0000 113,175.00 503.000 113,175.00 SF) 00 PTFE SPHERICAL BEARING EA 3,100.0000 161,200.00 52.000 161,200.00 S) 01 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,600.0000 192,400.00 72.000 187,200.00 72.000 187,200.00 S) 02 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,100.0000 250,100.00 60.000 246,000.00 60.000 246,000.00 S) 03 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 6,000.0000 72,000.00 12.000 72,000.00 12.000 72,000.00 S) PROGRAM CAS145 PAGE 5 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 6,500.0000 78,000.00 12.000 78,000.00 12.000 78,000.00 S) 05 BAR REINFORCING STEEL KG 2.2500 29,250.00 13,000.000 29,250.00 SF) 06 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 6,670,460.00 3,923,800.000 6,670,460.00 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 530,400.00 267,221.000 534,442.00 SF) 08 SHOTCRETE M3 825.0000 75,900.00 92.000 75,900.00 F) 09 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 61,800.00 2,900.000 43,500.00 4,120.000 61,800.00 F) WITH WALKWAY) 10 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 10,300.00 2,900.000 7,250.00 4,120.000 10,300.00 SF)WITH WALKWAY) 11 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 685,380.00 57,115.000 685,380.00 F) 12 INSTALL SIGN STRUCTURE (TRUSS) KG 1.8000 102,807.00 57,115.000 102,807.00 SF) 13 FURNISH LAMINATED PANEL SIGN M2 185.0000 37,000.00 199.400 36,889.00 (25.4 MM-TYPE A) 14 FURNISH LAMINATED PANEL SIGN M2 195.0000 2,535.00 12.820 2,499.90 (25.4 MM-TYPE B) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 118.0000 1,180.00 0.000 0.00 (1.6 MM-UNFRAMED) 16 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 3,375.00 0.000 0.00 (2.0 MM-UNFRAMED) 17 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.0000 1,965.00 0.000 0.00 (1.6 MM-FRAMED) 18 FURNISH SINGLE SHEET ALUMINUM SIGN M2 138.0000 2,484.00 0.000 0.00 (2.0 MM-FRAMED) 19 1372 MM CAST-IN-DRILLED-HOLE M 3,500.0000 101,500.00 29.500 103,250.00 S) CONCRETE PILE (SIGN FOUNDATION) 20 1524 MM CAST-IN-DRILLED-HOLE M 3,800.0000 121,600.00 32.500 123,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 21 METAL (RAIL MOUNTED SIGN) KG 28.0000 9,520.00 340.000 9,520.00 340.000 9,520.00 22 ROADSIDE SIGN - ONE POST EA 420.0000 5,040.00 4.000 1,680.00 14.000 5,880.00 23 ROADSIDE SIGN - TWO POST EA 1,100.0000 13,200.00 3.000 3,300.00 7.000 7,700.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,100.00 5.000 500.00 10.000 1,000.00 METHOD) 25 300 MM ALTERNATIVE PIPE CULVERT M 155.0000 6,200.00 41.000 6,355.00 26 450 MM ALTERNATIVE PIPE CULVERT M 235.0000 2,350.00 13.000 3,055.00 27 600 MM ALTERNATIVE PIPE CULVERT M 275.0000 654,500.00 14.000 3,850.00 2,309.400 635,085.00 28 750 MM ALTERNATIVE PIPE CULVERT M 260.0000 135,200.00 495.100 128,726.00 29 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 23,800.00 68.000 23,800.00 30 1200 MM ALTERNATIVE PIPE CULVERT M 425.0000 195,500.00 461.003 195,926.28 PROGRAM CAS145 PAGE 6 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 750 MM REINFORCED CONCRETE PIPE M 325.0000 16,575.00 34.860 11,329.50 32 1200 MM REINFORCED CONCRETE PIPE M 525.0000 136,500.00 258.090 135,497.25 33 600 MM BITUMINOUS COATED CORRUGATED M 155.0000 11,780.00 22.000 3,410.00 53.000 8,215.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 34 GRATED LINE DRAIN M 275.0000 57,750.00 55.000 15,125.00 136.000 37,400.00 35 BASIN RISER EA 9,200.0000 9,200.00 0.000 0.00 36 300 MM BITUMINOUS COATED CORRUGATED M 515.0000 2,575.00 3.400 1,751.00 STEEL PIPE RISER (4.27 MM THICK) 37 600 MM ALTERNATIVE FLARED END SECTION EA 630.0000 2,520.00 1.000 630.00 1.000 630.00 38 900 MM REINFORCED CONCRETE PIPE RISER M 900.0000 17,100.00 3.080 2,772.00 12.540 11,286.00 39 SANITARY SEWER SYSTEM LS 19,000.0000 19,000.00 0.000 0.00 S) 40 MINOR CONCRETE (BACKFILL) M3 225.0000 1,800.00 6.900 1,552.50 41 ROCK SLOPE PROTECTION M3 210.0000 16,800.00 29.800 6,258.00 57.800 12,138.00 (BACKING NO. 2, METHOD B) 42 MINOR CONCRETE M3 535.0000 90,950.00 123.040 65,826.40 (APRON AND DITCH LINING - COLORED) 43 ROCK SLOPE PROTECTION FABRIC M2 8.0000 2,320.00 95.500 764.00 176.760 1,414.08 44 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 585.0000 45,045.00 9.560 5,592.60 AND DRIVEWAY) 45 MINOR CONCRETE (GUTTER) M 115.0000 14,605.00 127.000 14,605.00 F) 46 MINOR CONCRETE (TEXTURED PAVING) M2 82.0000 47,560.00 334.000 27,388.00 334.000 27,388.00 47 MISCELLANEOUS IRON AND STEEL KG 3.0000 52,860.00 5,154.000 15,462.00 16,481.000 49,443.00 SF) 48 ISOLATION CASING KG 3.6000 96,840.00 26,900.000 96,840.00 SF) 49 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 350.00 70.000 350.00 SF) 50 BRIDGE DECK DRAINAGE SYSTEM KG 7.5000 115,125.00 18,638.000 139,785.00 SF) 51 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 11,200.00 0.000 0.00 S) VINYL-CLAD) 52 CHAIN LINK FENCE (TYPE CL-1.8) M 46.0000 21,160.00 178.000 8,188.00 284.680 13,095.28 S) 53 CHAIN LINK FENCE (TYPE CL-1.8, M 54.0000 8,100.00 0.000 0.00 S) VINYL-CLAD) 54 3.7 M CHAIN LINK GATE EA 480.0000 960.00 0.000 0.00 S) (TYPE CL-1.2, VINYL-CLAD) 55 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 525.0000 1,050.00 0.000 0.00 S) 56 CONCRETE BARRIER MARKER EA 16.0000 2,880.00 155.000 2,480.00 PROGRAM CAS145 PAGE 7 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 DELINEATOR (CLASS 1) EA 47.0000 1,692.00 0.000 0.00 58 GUARD RAILING DELINEATOR EA 23.0000 736.00 3.000 69.00 59 METAL BEAM GUARD RAILING M 82.0000 10,660.00 114.000 9,348.00 125.400 10,282.80 S) 60 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 135.0000 30,510.00 173.000 23,355.00 173.000 23,355.00 SF) 61 CABLE RAILING M 40.0000 5,080.00 127.000 5,080.00 F) 62 TRANSITION RAILING (TYPE WB) EA 3,800.0000 19,000.00 5.000 19,000.00 5.000 19,000.00 S) 63 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 4,500.00 3.000 2,250.00 4.000 3,000.00 S) 64 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 26,500.00 7.000 18,550.00 8.000 21,200.00 S) 65 CRASH CUSHION (REACT 9CBB) EA 55,000.0000 110,000.00 1.950 107,250.00 2.000 110,000.00 S) 66 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 1.000 55,000.00 1.000 55,000.00 S) 67 CRASH CUSHION (REACT 62B060) EA 72,000.0000 72,000.00 0.900 64,800.00 1.000 72,000.00 S) 68 CONCRETE BARRIER (TYPE 60) M 185.0000 518,000.00 153.000 28,305.00 2,863.000 529,655.00 69 CONCRETE BARRIER (TYPE 60C) M 590.0000 88,500.00 114.000 67,260.00 70 CONCRETE BARRIER (TYPE 60D) M 195.0000 24,765.00 127.000 24,765.00 F) 71 CONCRETE BARRIER (TYPE 60D MOD) M 235.0000 20,915.00 0.000 0.00 72 CONCRETE BARRIER (TYPE 60GE) M 1,100.0000 297,000.00 221.860 244,046.00 73 CONCRETE BARRIER (TYPE 60GE MOD) M 695.0000 53,515.00 81.000 56,295.00 81.000 56,295.00 74 CONCRETE BARRIER (TYPE 60D MODIFIED) M 230.0000 21,620.00 109.000 25,070.00 F) 75 CONCRETE BARRIER (TYPE 736) M 175.0000 196,700.00 1,124.000 196,700.00 F) 76 CONCRETE BARRIER (TYPE 736A) M 250.0000 28,750.00 8.000 2,000.00 115.000 28,750.00 F) 77 CONCRETE BARRIER (TYPE 736 MODIFIED) M 340.0000 62,900.00 185.000 62,900.00 F) 78 CONCRETE BARRIER (TYPE 736A MODIFIED) M 285.0000 18,810.00 71.000 20,235.00 F) 79 CONCRETE BARRIER (TYPE 736P) M 315.0000 151,200.00 197.000 62,055.00 478.500 150,727.50 80 CONCRETE BARRIER (TYPE 736B) M 300.0000 138,000.00 266.000 79,800.00 628.000 188,400.00 81 CONCRETE BARRIER (TYPE 736S) M 1,200.0000 6,000.00 0.000 0.00 F) 82 CONCRETE BARRIER (TYPE 742) M 200.0000 587,600.00 2,938.000 587,600.00 F) 83 CONCRETE BARRIER (TYPE 742A) M 200.0000 181,400.00 853.000 170,600.00 F) PROGRAM CAS145 PAGE 8 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 CONCRETE BARRIER (TYPE 742 MODIFIED) M 250.0000 25,750.00 103.000 25,750.00 F) 85 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 5,780.00 49.560 1,685.04 97.790 3,324.86 S) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 5,278.00 1,209.000 3,143.40 1,279.000 3,325.40 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 774.00 691.000 621.90 691.000 621.90 S) (BROKEN 3.66 M - 0.92 M) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 72.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 250.00 87.000 87.00 87.000 87.00 S) (BROKEN 5.18 M - 2.14 M) 90 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 33,900.00 22,743.000 11,371.50 66,338.030 33,169.02 S) 91 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 7,326.00 472.000 519.20 4,474.000 4,921.40 S) 92 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 9,810.00 411.000 924.75 2,815.000 6,333.75 S) 93 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 94 TEMPORARY SIGNAL SYSTEM LS 85,000.0000 85,000.00 1.000 85,000.00 S) 95 SIGNAL AND LIGHTING LS 127,000.0000 127,000.00 1.000 127,000.00 S) 96 LIGHTING AND SIGN ILLUMINATION LS 405,000.0000 405,000.00 0.435 176,175.00 1.000 405,000.00 S) 97 TEMPORARY FLASHING BEACON SYSTEM LS 18,000.0000 18,000.00 1.000 18,000.00 S) 98 COMMUNICATION CONDUIT LS 285,000.0000 285,000.00 0.359 102,315.00 1.000 285,000.00 S) 99 TRAFFIC MONITORING STATION (LOCATION 1) LS 45,000.0000 45,000.00 0.793 35,685.00 1.000 45,000.00 S) 00 TRAFFIC MONITORING STATION (LOCATION 2) LS 40,000.0000 40,000.00 0.833 33,320.00 1.000 40,000.00 S) 01 RAMP METERING SYSTEM LS 118,000.0000 118,000.00 0.896 105,728.00 1.000 118,000.00 S) PROGRAM CAS145 PAGE 9 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 01:43 PM ESTIMATE NO. 35 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 76,905.17 59,694,671.20 ADJUSTMENT OF COMPENSATION 16,436.50 2,364,422.95 EXTRA WORK 245,609.94 1,850,783.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 338,951.61 63,909,877.35 02 MOBILIZATION LS 6600,000.0000 6,600,000.00 1.000 6,600,000.00 ORIGINAL CONTRACT AMOUNT 66,359,459.00 TOTAL WORK COMPLETED 338,951.61 70,509,877.35 MATERIALS ON HAND ON SITE 295,176.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -14,207.50 TOTAL 338,951.61 70,790,845.88 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 04/30/08 615 06/02/08 05/27/08 04/07/11 641 60 39 0 98% 98% PROGRESS IS SATISFACTORY MOEN, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/11