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 11/23/09 EST. NO.20 TIME 02:44 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- 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 0219 299.37 E.W. @ F.A.(+) 090209 N 0643.0 0234 286.25 082708 N 0709.0 0236 401.98 101909 N 0720.0 004 0018-4 1,336.28 E.W. @ F.A.(+) 120508 N 0294.0 DAO CORRECTING ENTRY 0070 2,073.22 101309 N 0714.0 0071 809.74 102809 N 0727.0 0072 2,096.24 110309 N 0734.0 007 0091 1,703.27 E.W. @ F.A.(+) 030309 N 0406.1 0119-1 -810.37 061009 N 0493.1 DAO CORRECTING ENTRY 0119-2 335.82 061009 N 0493.1 DAO CORRECTING ENTRY 0125 479.78 090809 N 0651.0 0126 1,459.58 062609 N 0524.0 0129 7,758.46 072709 N 0583.0 0130 5,317.03 072709 N 0585.0 0136 5,642.45 080409 N 0602.0 0148 49.12 080609 N 0604.1 0152 2,519.56 100109 N 0689.0 0158 758.99 093009 N 0688.0 008 0006 57.92 E.W. @ U.P (+) 073109 N 0670.0 013 0013 476.51 E.W. @ F.A.(+) 092809 N 0699.0 0017-1 -1,075.00 A.C. @ L.S.(+) 102109 N NA0017 DAO CORRECTING ENTRY 0017-2 1,075.00 E.W. @ L.S.(+) 102109 N NA0017 DAO CORRECTING ENTRY 0018 610.78 E.W. @ F.A.(+) 110209 N 0733.0 0020 6,611.00 E.W. @ L.S.(+) 112309 N NA0020 0021 1,178.10 A.C. @ L.S.(+) 112309 N NA0021 0022 8,330.00 112309 N NA0022 0023 2,133.00 112309 N NA0023 017 0059 1,932.05 E.W. @ F.A.(+) 111808 N 0658.0 018 0058 1,961.23 E.W. @ F.A.(+) 091509 N 0656.0 0059 225.79 090409 N 0649.1 0060 593.52 102209 N 0723.0 0061 2,700.00 E.W. @ U.P (+) 112309 N NA0061 041 0002 1,081.00 E.W. @ U.P (+) 081009 N 0683.0 0003 1,351.25 081709 N 0684.0 042 0001 812.85 E.W. @ F.A.(+) 101609 N 0719.0 0002 812.85 101909 N 0721.0 0003 891.64 102309 N 0724.0 0004 3,683.61 102609 N 0725.0 0005 302.38 102709 N 0726.0 0008 232.00 A.C. @ L.S.(+) 112309 N NA0008 0009 271,858.50 E.W. @ L.S.(+) 112309 N NA0009 340,352.75 TOTAL THIS ESTIMATE 2,059,604.60 TOTAL PREVIOUS ESTIMATE 2,399,957.35 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 11/23/09 EST. NO.20 TIME 02:44 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WATER METER FEES -6,480.00 08 BRITANNIA ACP -3,485.00 09 A/C COMPACTION TEST -5,438.68 17 CL II FAILED GRAD -2,400.00 17 CL IV FAILED GRAD -1,200.00 17 PCCP FAILED GRAD -4,600.00 17 FAILING CL II BASE -1,200.00 18 ITEM 79 DEDUCT -648.00 19 STRUCT. CONC AGGREG. -126.00 20 -126.00 -25,577.68 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 05 DOCS RECD 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 02 O/S PRS JUNE -10,000.00 04 O/S PRS JULY -10,000.00 05 PRS RECD MAY 10,000.00 05 O/S PRS AUG -10,000.00 06 PRS RECD JULY 10,000.00 06 O/S PRS SEPT -10,000.00 07 PRS RECD AUG 10,000.00 07 O/S PRS OCT -10,000.00 08 O/S PRS NOV -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS DEC -10,000.00 10 PRS RECD SEPT 10,000.00 10 O/S PRS JAN -10,000.00 11 PRS RECD OCT 10,000.00 11 PRS RECD DEC 10,000.00 11 O/S PRS FEB 09 -10,000.00 12 PRS RECD JAN 09 10,000.00 12 O/S PRS MARCH 09 -10,000.00 13 PRS RECD NOV 10,000.00 13 O/S PRS APRIL -10,000.00 14 PRS RECD FEB 10,000.00 14 PRS RECD MAR 10,000.00 14 O/S PRS MAY 09 -10,000.00 15 PRS RECD APRIL 09 10,000.00 15 O/S PRS JUNE -10,000.00 16 O/S PRS JULY -10,000.00 17 PRS RECD MAY 10,000.00 17 O/S PRS AUG -10,000.00 18 PRS RECD JUNE 10,000.00 18 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 11/23/09 EST. NO.20 TIME 02:44 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS SEPT -10,000.00 19 PRS RECD JULY 10,000.00 19 PRS RECD AUG 10,000.00 19 O/S PRS OCT 09 -4,000.00 20 PRTL PRS RECD SEPT 8,000.00 20 4,000.00 -6,000.00 TOTAL DEDUCTIONS 3,874.00 -31,577.68 PROGRAM CAS145 PAGE 1 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 LOCATION PROGRESS ESTIMATE 11-SD-905-R8.6/R11.6 ----------------- SKANKSA USA CIVIL WEST IN SAN DIEGO COUNTY IN SAN DIEGO CALIFORNIA DISTRICT INC. FROM 0.6 KM EAST OF CACTUS ROAD TO 9543-4 HEINRICH HERTZ DRIVE 0.3 KM WEST OF THE MEXICO BORDER SAN DIEGO,CA 92154 FED. AID NO. HPLU-6211(71)N ,HPLU-6211(72)N ,HPLU-6211(73)N CONSTRUCT NEW FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 60,000.0000 60,000.00 0.082 4,920.00 0.582 34,920.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,635,000.00 22.000 55,000.00 381.000 952,500.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,800.00 1,764.000 26,460.00 04 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 0.030 4,050.00 0.540 72,900.00 05 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.010 70.00 0.764 5,348.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL M2 0.1500 274,500.00 42,571.000 6,385.65 723,451.380 108,517.71 S) 07 TEMPORARY FIBER ROLL M 5.2500 316,575.00 3,319.000 17,424.75 27,454.000 144,133.50 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 47,000.00 1.000 1,000.00 18.000 18,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 169,000.00 1.000 6,500.00 13.000 84,500.00 10 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 1.000 450.00 8.000 3,600.00 S) (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 72,000.00 1.000 400.00 12 STREET SWEEPING LS 125,000.0000 125,000.00 0.030 3,750.00 0.541 67,625.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 55,000.0000 55,000.00 0.030 1,650.00 0.540 29,700.00 14 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.640 28,800.00 S) 15 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.420 52,500.00 0.960 120,000.00 S) 16 TYPE III BARRICADE EA 300.0000 8,700.00 7.000 2,100.00 37.000 11,100.00 S) 17 BARRICADE (LEFT IN PLACE) EA 300.0000 3,000.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 6,300.00 32.760 982.80 261.690 7,850.70 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 32,200.00 2,346.000 2,346.00 40,160.000 40,160.00 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 13,200.00 63.000 3,780.00 63.000 3,780.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,000.00 0.000 0.00 S) (LEFT IN PLACE) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 9,640.00 224.000 896.00 2,258.000 9,032.00 PROGRAM CAS145 PAGE 2 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 100,000.00 0.420 4,200.00 5.820 58,200.00 S) 24 TEMPORARY RAILING (TYPE K) M 50.0000 368,000.00 494.000 24,700.00 7,001.700 350,085.00 S) 25 TRAFFIC PLASTIC DRUM EA 90.0000 15,300.00 18.000 1,620.00 135.000 12,150.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 365.0000 98,550.00 148.000 54,020.00 S) 27 TEMPORARY CRASH CUSHION (ADIEM-350) EA 7,000.0000 35,000.00 4.000 28,000.00 S) 28 ABANDON CULVERT EA 5,000.0000 15,000.00 3.000 15,000.00 4.000 20,000.00 29 ABANDON INLET EA 1,400.0000 2,800.00 0.000 0.00 30 ABANDON WATER LINE EA 4,000.0000 44,000.00 1.000 4,000.00 7.000 28,000.00 31 REMOVE CHAIN LINK FENCE M 20.0000 11,400.00 -815.200 -16,304.00 1,775.100 35,502.00 32 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,500.00 346.500 12,127.50 33 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.5000 19,485.00 5,521.000 24,844.50 34 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 7.0000 8,190.00 79.800 558.60 1,278.880 8,952.16 MARKING 35 REMOVE ROADSIDE SIGN EA 125.0000 5,000.00 0.000 0.00 36 REMOVE MANHOLE EA 1,200.0000 4,800.00 0.000 0.00 37 REMOVE BASE AND SURFACING M3 40.0000 680.00 146.700 5,868.00 38 RESET ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 39 RELOCATE HYDRANT EA 6,500.0000 13,000.00 1.000 6,500.00 40 RELOCATE ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 41 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0.00 42 ADJUST FRAME AND COVER TO GRADE EA 3,000.0000 6,000.00 2.000 6,000.00 43 ADJUST SEWER MANHOLE EA 2,000.0000 6,000.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 11,850.00 509.000 1,527.00 S) 45 REMOVE CONCRETE M3 100.0000 9,200.00 475.089 47,508.90 46 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 47 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.040 2,800.00 0.580 40,600.00 48 ROADWAY EXCAVATION M3 3.4500 4,519,500.00 547.340 1,888.32 1,490,394.400 5,141,860.68 49 LEAD COMPLIANCE PLAN LS 70,000.0000 70,000.00 0.500 35,000.00 S) PROGRAM CAS145 PAGE 3 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 12.5000 164,500.00 11,405.000 142,562.50 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 13,200.00 35.600 712.00 900.600 18,012.00 52 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 195,750.00 5,868.000 146,700.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,600.00 412.100 16,484.00 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 9,875.00 31.100 3,887.50 WALL) 55 GRAVEL BLANKET M3 65.0000 148,850.00 0.000 0.00 56 SAND BACKFILL M3 145.0000 17,400.00 183.180 26,561.10 321.380 46,600.10 57 LEAN CONCRETE BACKFILL M3 165.0000 483,450.00 2,900.000 478,500.00 F) 58 DITCH EXCAVATION M3 6.0000 30,300.00 674.220 4,045.32 59 HIGHWAY PLANTING LS 155,000.0000 155,000.00 1.000 155,000.00 S) 60 DUFF M2 1.0000 9,240.00 34,620.000 34,620.00 61 BONDED FIBER MATRIX (EROSION CONTROL) KG 1.8000 14,832.00 283.500 510.30 4,918.500 8,853.30 S) 62 FIBER (EROSION CONTROL) KG 0.7000 44,380.00 0.000 0.00 S) 63 FIBER ROLLS M 7.0000 429,800.00 11,478.000 80,346.00 64 COMPOST (EROSION CONTROL) M3 700.0000 112,000.00 0.060 42.00 2.180 1,526.00 S) 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 1.000 450.00 2.000 900.00 S) 66 PURE LIVE SEED (EROSION CONTROL)(TYPE 2) KG 425.0000 15,300.00 1.230 522.75 21.900 9,307.50 S) 67 PURE LIVE SEED (EROSION CONTROL)(TYPE 3) KG 130.0000 237,900.00 0.000 0.00 S) 68 PURE LIVE SEED (EROSION CONTROL)(TYPE 4) KG 100.0000 1,800.00 0.000 0.00 S) 69 PURE LIVE SEED (EROSION CONTROL)(TYPE 5) KG 230.0000 21,390.00 0.000 0.00 S) 70 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 840.00 1.580 1.58 28.080 28.08 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 11,790.00 0.000 0.00 S) 72 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.092 6,440.00 0.348 24,360.00 S) 73 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 74 NPS 3 SUPPLY LINE (BRIDGE) M 350.0000 126,000.00 103.200 36,120.00 352.200 123,270.00 75 WATER METER EA 40,000.0000 40,000.00 1.000 40,000.00 S) 76 200 MM CORRUGATED HIGH DENSITY M 175.0000 112,000.00 596.000 104,300.00 S) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 4 AGGREGATE SUBBASE M3 17.0000 1,227,400.00 64,014.350 1,088,243.95 78 CLASS 2 AGGREGATE BASE M3 39.0000 2,624,700.00 14,160.400 552,255.60 45,881.200 1,789,366.80 79 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 8,000.00 0.000 0.00 S) 80 ASPHALT CONCRETE (TYPE A) TONN 70.0000 4,249,000.00 3,175.730 222,301.10 19,227.230 1,345,906.10 81 ASPHALT CONCRETE BASE (TYPE A) TONN 65.0000 2,125,500.00 9,708.380 631,044.70 11,068.720 719,466.80 82 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,860.00 890.000 5,340.00 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 40,500.00 468.920 11,723.00 1,698.680 42,467.00 AREA) 84 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 42,000.00 4.830 1,690.50 8.770 3,069.50 85 CONCRETE PAVEMENT M3 197.0000 4,925,000.00 1,175.440 231,561.68 86 SEAL PAVEMENT JOINT M 3.0000 233,100.00 1,612.400 4,837.20 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.572 228,800.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 630,000.00 1,590.000 556,500.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 605.0000 3,853,850.00 530.000 320,650.00 4,822.000 2,917,310.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 246,750.00 73.610 38,645.25 408.010 214,205.25 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 70,500.00 0.000 0.00 F) (TYPE EQ) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 558,000.00 189.000 170,100.00 F) (TYPE N) 93 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 13,500.00 6.200 9,300.00 19.490 29,235.00 94 CLASS 1 CONCRETE (BOX CULVERT) M3 440.0000 2,494,800.00 5,430.680 2,389,499.20 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 627,000.00 7.525 11,287.50 413.435 620,152.50 F) 96 ARCHITECTURAL TEXTURE (STAMPED CONCETE) M2 95.0000 118,750.00 175.000 16,625.00 1,125.000 106,875.00 F) 97 FRACTURED RIB TEXTURE M2 100.0000 78,000.00 55.000 5,500.00 616.000 61,600.00 98 JOINT SEAL (TYPE A) M 65.0000 2,795.00 0.000 0.00 S) 99 JOINT SEAL (TYPE AL) M 80.0000 6,240.00 0.000 0.00 S) 00 JOINT SEAL (MR 30 MM) M 85.0000 8,500.00 0.000 0.00 S) 01 JOINT SEAL (MR 40 MM) M 180.0000 36,540.00 52.500 9,450.00 S) 02 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,385,500.00 4,031.000 6,852.70 627,926.000 1,067,474.20 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 56,100.00 14,314.000 47,236.20 S) PROGRAM CAS145 PAGE 5 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6000 1,315,680.00 742,298.000 1,187,676.80 S) 05 HEADED BAR REINFORCEMENT EA 15.0000 1,080.00 18.000 270.00 54.000 810.00 SF) 06 WELDED WIRE FABRIC M2 12.0000 4,680.00 0.000 0.00 S) (150 MM X 150 MM,W1.4 X W1.4) 07 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.5000 184,000.00 0.000 0.00 08 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 32,000.00 0.000 0.00 S) 09 FURNISH SIGN STRUCTURE (TRUSS) KG 9.2500 1,609,500.00 0.000 0.00 10 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 174,000.00 0.000 0.00 S) 11 FURNISH LAMINATED PANEL SIGN M2 185.0000 111,000.00 0.000 0.00 (25.4 MM-TYPE A) 12 FURNISH LAMINATED PANEL SIGN M2 190.0000 19,000.00 0.000 0.00 (25.4 MM-TYPE B) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 30,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 16,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 13,500.00 0.000 0.00 (1.6 MM-FRAMED) 16 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 14,500.00 0.000 0.00 (2.0 MM-FRAMED) 17 920 MM CAST-IN-DRILLED-HOLE M 2,150.0000 92,450.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 18 1524 MM CAST-IN-DRILLED-HOLE M 3,600.0000 468,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 19 METAL (BARRIER MOUNTED SIGN) KG 26.0000 5,200.00 0.000 0.00 20 INSTALL SIGN PANEL ON BARRICADE EA 50.0000 900.00 0.000 0.00 21 HABITAT RESTORATION SIGN EA 50.0000 350.00 0.000 0.00 22 ROADSIDE SIGN - ONE POST EA 385.0000 69,300.00 0.000 0.00 23 ROADSIDE SIGN - TWO POST EA 1,100.0000 22,000.00 0.000 0.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 4,050.00 0.000 0.00 METHOD) 25 PREPARE AND PAINT CONCRETE M2 25.0000 14,000.00 0.000 0.00 S) 26 450 MM ALTERNATIVE PIPE CULVERT M 155.0000 26,350.00 27.000 4,185.00 27 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 800,250.00 13.000 2,145.00 4,700.000 775,500.00 28 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 36,000.00 340.000 51,000.00 29 900 MM ALTERNATIVE PIPE CULVERT M 190.0000 93,100.00 449.000 85,310.00 30 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 55,000.00 249.000 62,250.00 PROGRAM CAS145 PAGE 6 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 1200 MM ALTERNATIVE PIPE CULVERT M 315.0000 9,135.00 0.000 0.00 32 450 MM REINFORCED CONCRETE PIPE M 150.0000 57,000.00 225.000 33,750.00 33 600 MM REINFORCED CONCRETE PIPE M 235.0000 249,100.00 69.000 16,215.00 667.000 156,745.00 34 750 MM REINFORCED CONCRETE PIPE M 250.0000 35,000.00 0.000 0.00 35 750 MM REINFORCED CONCRETE PIPE M 475.0000 66,500.00 0.000 0.00 (SEWER PIPE ENCASEMENT) 36 900 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 50.000 15,000.00 37 1200 MM REINFORCED CONCRETE PIPE M 440.0000 96,800.00 247.000 108,680.00 38 1500 MM REINFORCED CONCRETE PIPE M 1,000.0000 96,000.00 62.000 62,000.00 39 1680 MM REINFORCED CONCRETE PIPE M 735.0000 24,255.00 15.000 11,025.00 40 450 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 3,000.00 0.000 0.00 41 GRATED LINE DRAIN M 700.0000 35,000.00 0.000 0.00 42 900 MM CORRUGATED STEEL PIPE RISER M 3,500.0000 10,500.00 0.000 0.00 (2.77 MM THICK) 43 1850 MM WELDED STEEL PIPE CASING M 5,500.0000 1,375,000.00 0.000 0.00 (10 MM) 44 1500 MM WELDED STEEL CASING M 3,800.0000 760,000.00 0.000 0.00 45 750 MM WELDED STEEL PIPE (9.53 MM) M 2,000.0000 440,000.00 0.000 0.00 46 450 MM CEMENT MORTAR LINED AND COATED M 545.0000 485,050.00 189.700 103,386.50 WATER MAIN 47 300 MM CEMENT MORTAR LINED AND COATED M 485.0000 174,600.00 177.700 86,184.50 WATER MAIN 48 510 MM CEMENT MORTAR LINED AND COATED M 590.0000 1,056,100.00 119.000 70,210.00 425.000 250,750.00 WATER MAIN 49 50 MM TYPE K COPPER PIPE M 225.0000 47,250.00 95.400 21,465.00 50 300 MM CEMENT MORTAR LINED AND COATED M 750.0000 75,000.00 0.000 0.00 RECLAIMED WATER MAIN 51 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0.00 52 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 7,000.00 1.000 1,000.00 53 750 MM CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 54 600 MM ALTERNATIVE FLARED END SECTION EA 950.0000 8,550.00 1.000 950.00 5.000 4,750.00 55 900 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 4.000 4,800.00 56 1050 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0.00 57 100 MM GATE VALVE EA 500.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 150 MM GATE VALVE EA 500.0000 1,000.00 0.000 0.00 59 300 MM GATE VALVE EA 1,800.0000 1,800.00 0.100 180.00 1.000 1,800.00 60 100 MM BLOW OFF ASSEMBLY EA 4,800.0000 28,800.00 0.020 96.00 1.000 4,800.00 61 150 MM BLOW OFF ASSEMBLY EA 5,500.0000 44,000.00 0.000 0.00 62 50 MM BLOW OFF ASSEMBLY EA 4,500.0000 9,000.00 0.000 0.00 63 400 MM BUTTERFLY VALVE, CLASS 250 EA 3,500.0000 7,000.00 0.000 0.00 64 450 MM BUTTERFLY VALVE, CLASS 250 EA 4,500.0000 27,000.00 0.200 900.00 2.000 9,000.00 65 500 MM BUTTERFLY VALVE, CLASS 250 EA 5,000.0000 15,000.00 0.000 0.00 66 600 MM BUTTERFLY VALUE, CLASS 250 EA 7,000.0000 14,000.00 0.000 0.00 67 100 MM COMBINATION AIR RELEASE AND EA 6,500.0000 39,000.00 0.100 650.00 1.000 6,500.00 AIR VACCUM VALUE 68 50 MM COMBINATION AIR RELEASE AND EA 6,500.0000 32,500.00 0.100 650.00 1.000 6,500.00 AIR VACCUM VALUE 69 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 23,800.00 9.850 8,372.50 9.850 8,372.50 70 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 4,000.00 3.650 2,920.00 4.650 3,720.00 (MODIFIED) 71 900 MM OPEN CONCRETE PIPE RISER M 900.0000 3,600.00 0.000 0.00 (MODIFIED) 72 CATHODIC PROTECTION TEST STATION EA 3,500.0000 87,500.00 0.000 0.00 S) 73 100 MM POLYVINYL CHLORIDE PIPE M 140.0000 1,400.00 0.000 0.00 S) 74 300 MM FLEXIBLE EXPANSION JOINT EA 7,500.0000 45,000.00 2.000 15,000.00 2.000 15,000.00 S) W/MECHANICAL JOINT ENDS 75 380 MM POLYVINYL CHLORIDE SEWER PIPE M 350.0000 161,000.00 68.400 23,940.00 S) 76 SEWER MANHOLE FRAME AND COVER EA 1,500.0000 10,500.00 0.000 0.00 S) 77 SEWER MANHOLE B EA 8,000.0000 56,000.00 2.900 23,200.00 S) 78 CLASS 4 CONCRETE (BACKFILL) M3 245.0000 68,600.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 75.0000 19,500.00 811.960 60,897.00 (1/4 TON, METHOD B) 80 ROCK SLOPE PROTECTION M3 150.0000 22,500.00 29.872 4,480.80 (FACING, METHOD B) 81 ROCK SLOPE PROTECTION M3 120.0000 3,600.00 39.630 4,755.60 (BACKING NO. 1, METHOD B) 82 CONCRETE (APRON AND DITCH LINING) M3 500.0000 395,000.00 42.300 21,150.00 83 SLOPE PAVING (STAMPED CONCRETE) M2 210.0000 86,100.00 0.000 0.00 F) 84 ROCK SLOPE PROTECTION FABRIC M2 6.0000 53,100.00 1,811.153 10,866.92 PROGRAM CAS145 PAGE 8 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (MISCELLANEOUS M3 415.0000 527,050.00 64.280 26,676.20 547.354 227,151.91 CONSTRUCTION) 86 MINOR CONCRETE (TEXTURED PAVING) M2 8.0000 38,640.00 0.000 0.00 87 MINOR CONCRETE (GORE PAVING) M3 625.0000 200,000.00 0.000 0.00 88 MINOR CONCRETE (RAISED MEDIAN) M3 750.0000 210,000.00 0.000 0.00 89 MISCELLANEOUS IRON AND STEEL KG 3.5000 83,650.00 2,986.000 10,451.00 2,986.000 10,451.00 S) 90 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 9,555.00 0.000 0.00 SF) 91 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 24,600.00 1,232.000 24,640.00 SF) 92 WILDLIFE FENCE M 140.0000 196,000.00 0.000 0.00 S) 93 CHAIN LINK FENCE M 67.0000 625,780.00 2,157.200 144,532.40 S) (TYPE CL-1.8, 25 MM X 25 MM MESH) 94 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 850.0000 5,100.00 0.000 0.00 S) 95 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 4,500.00 0.000 0.00 S) 96 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 3,200.00 0.000 0.00 S) 97 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 0.000 0.00 98 MILEPOST MARKER EA 75.0000 750.00 0.000 0.00 99 GUARD RAILING DELINEATOR EA 20.0000 5,200.00 0.000 0.00 00 OBJECT MARKER EA 75.0000 750.00 0.000 0.00 01 METAL BEAM GUARD RAILING M 85.0000 30,600.00 0.000 0.00 S) 02 CHAIN LINK RAILING (TYPE 7) M 245.0000 36,505.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE K) M 95.0000 19,000.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 59,600.00 0.000 0.00 F) 05 SINGLE THRIE BEAM BARRIER (WOOD POST) M 105.0000 106,050.00 0.000 0.00 S) 06 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 122.0000 335,500.00 0.000 0.00 S) 07 CABLE RAILING M 65.0000 13,585.00 14.900 968.50 171.900 11,173.50 F) 08 TRANSITION RAILING (TYPE STB) EA 4,000.0000 8,000.00 0.000 0.00 S) 09 TRANSITION RAILING (TYPE WB) EA 3,600.0000 28,800.00 0.000 0.00 S) 10 TRANSITION RAILING (TYPE DTB) EA 4,100.0000 8,200.00 0.000 0.00 S) 11 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 12,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 3,600.00 0.000 0.00 S) 13 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 0.000 0.00 S) 14 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 42,500.00 0.000 0.00 S) 15 CRASH CUSHION (TYPE CAT) EA 6,500.0000 13,000.00 0.000 0.00 S) 16 CRASH CUSHION (REACT 9CBB) EA 52,000.0000 156,000.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 60) M 180.0000 257,400.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60C) M 400.0000 20,000.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60D) M 225.0000 15,750.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 736A) M 300.0000 39,000.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 117,250.00 100.000 25,000.00 F) 22 CONCRETE BARRIER (TYPE 736B) M 435.0000 21,750.00 25.800 11,223.00 23 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 24,000.00 77.520 3,100.80 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 13,500.00 132.000 396.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 720.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 400.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 28 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 45,000.00 8,675.000 6,506.25 S) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,600.00 0.000 0.00 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,500.00 806.000 2,821.00 S) 31 SIGNAL AND LIGHTING (LOCATION 1) LS 180,000.0000 180,000.00 0.080 14,400.00 S) 32 SIGNAL AND LIGHTING (LOCATION 2) LS 170,000.0000 170,000.00 0.040 6,800.00 S) 33 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.000 0.00 S) 34 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 0.110 19,250.00 0.160 28,000.00 S) 35 SIGNAL AND LIGHTING (LOCATION 5) LS 210,000.0000 210,000.00 0.050 10,500.00 0.100 21,000.00 S) 36 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.980 156,800.00 S) (CITY STREET LOCATION 1) 37 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.000 0.00 S) (CITY STREET LOCATION 2) 38 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 10 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 0.290 58,000.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 565,000.0000 565,000.00 0.080 45,200.00 S) 41 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 8,100.00 128.000 5,760.00 SF) 42 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.130 3,250.00 SF) 43 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.330 8,250.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 0.060 1,800.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 1100,000.0000 1,100,000.00 0.060 66,000.00 0.360 396,000.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.010 800.00 0.110 8,800.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 62,000.0000 62,000.00 0.030 1,860.00 0.030 1,860.00 S) 48 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.050 3,000.00 S) 49 REMOVE EXISTING SIGNAL SYSTEM LS 5,000.0000 5,000.00 0.830 4,150.00 S) 50 150 MM FIRE HYDRANT ASSEMBLY EA 8,000.0000 40,000.00 0.900 7,200.00 1.900 15,200.00 PROGRAM CAS145 PAGE 11 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:44 PM ESTIMATE NO. 20 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,363,767.40 27,725,587.81 ADJUSTMENT OF COMPENSATION 10,798.10 515,599.02 EXTRA WORK 329,554.65 1,884,358.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,704,120.15 30,125,545.16 51 MOBILIZATION LS 5800,000.0000 5,800,000.00 0.050 290,000.00 1.000 5,800,000.00 ORIGINAL CONTRACT AMOUNT 61,864,667.00 TOTAL WORK COMPLETED 2,994,120.15 35,925,545.16 MATERIALS ON HAND ON SITE 881,886.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,874.00 -31,577.68 TOTAL 2,997,994.15 36,775,854.32 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 02/27/08 905 04/22/08 04/21/08 01/06/11 380 17 4 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OLSON, TED RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 11/23/09