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 08/26/09 EST. NO.17 TIME 08:26 AM 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 0004-1 -2,829.60 E.W. @ F.A.(+) 042508 N 0003.0 DAO CORRECTING ENTRY 0004-2 2,740.30 042508 N 0003.0 DAO CORRECTING ENTRY 0162 1,198.98 060309 N 0490.0 0172 500.67 050709 N 0526.0 0173 583.16 050809 N 0527.0 0177 907.35 051409 N 0531.0 0179 768.00 051909 N 0533.0 0180 622.69 052009 N 0534.0 0181 768.00 052109 N 0535.0 0182 503.04 052209 N 0536.0 0184-1 -1,235.59 052809 N 0538.0 DAO CORRECTING ENTRY 0184-2 625.43 052809 N 0538.0 DAO CORRECTING ENTRY 0185 503.04 052909 N 0539.0 0186 656.04 060109 N 0540.0 0187 656.04 060209 N 0541.0 0188 615.51 060509 N 0542.0 0189 653.21 060809 N 0543.0 0190 642.68 060909 N 0544.0 0191 653.21 061009 N 0545.0 0192 613.13 061209 N 0547.0 0193 653.21 061509 N 0548.0 0194 653.21 061609 N 0549.0 0196 797.75 061809 N 0551.0 0197 498.19 061909 N 0552.0 0198 653.21 062209 N 0553.0 0199 653.21 062309 N 0554.0 0200 500.29 062409 N 0555.0 0201 610.66 062609 N 0556.0 0202 500.66 061109 N 0546.0 0204 1,171.92 061909 N 0520.0 0205 656.49 061709 N 0550.1 0206 244.04 042109 N 0521.0 0207 206.19 072009 N 0576.0 0208 780.59 072309 N 0582.0 0209 933.97 072709 N 0584.0 0210 543.69 072809 N 0587.0 0212 466.99 072909 N 0589.0 0213 464.00 073009 N 0592.0 0214 87.02 081209 N 0606.0 003 0013 600.00 A.C. @ U.P.(+) 071509 N 0573.0 004 0010-1 -2,378.70 E.W. @ F.A.(+) 111408 N 0265.0 DAO CORRECTING ENTRY 0010-2 2,378.70 111308 N 0265.0 DAO CORRECTING ENTRY 0046-1 -282.78 121608 N 0389.0 DAO CORRECTING ENTRY 0046-2 129.48 121608 N 0389.0 DAO CORRECTING ENTRY 0048-1 -879.31 041709 N 0440.0 DAO CORRECTING ENTRY 0048-2 439.66 041709 N 0440.0 DAO CORRECTING ENTRY 0060 279.15 071709 N 0569.0 0061 137.46 071509 N 0574.0 0062 284.60 071709 N 0598.0 007 0075-1 -3,658.62 E.W. @ F.A.(+) 012609 N 0364.0 DAO CORRECTING ENTRY 0075-2 3,316.38 012609 N 0364.0 DAO CORRECTING ENTRY 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 08/26/09 EST. NO.17 TIME 08:26 AM 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 --------------------------------------------------------------------------- 0079-1 -278.20 030309 N 0429.0 DAO CORRECTING ENTRY 0079-2 278.20 033009 N 0429.0 DAO CORRECTING ENTRY 0092 401.64 030309 N 0429.1 0099 2,197.82 061009 N 0493.0 0104 64.04 012609 N 0364.1 0106 2,926.14 061609 N 0510.0 0107 2,239.46 061809 N 0513.0 0110 1,447.03 070609 N 0559.0 0111 2,973.81 072009 N 0570.0 0112 3,148.15 072109 N 0571.0 0114 2,885.00 072209 N 0577.0 0115 1,264.09 063009 N 0579.0 0118 614.25 080709 N 0605.0 011 0007 6,320.60 E.W. @ F.A.(+) 022409 N 0399.0 013 0001 827.63 E.W. @ F.A.(+) 060408 N 0091.0 0007 355.24 073108 N 0125.0 0008 678.42 082708 N 0173.0 0009 152.68 072109 N 0580.0 0010 18,074.70 A.C. @ L.S.(+) 082009 N NA0100 014 0012 2,986.15 E.W. @ F.A.(+) 122908 N 0323.0 015 0025 2,589.06 E.W. @ F.A.(+) 070909 N 0607.0 017 0055 534.73 E.W. @ F.A.(+) 062309 N 0557.0 018 0046 183.69 E.W. @ F.A.(+) 060509 N 0523.0 0048 220.05 080409 N 0593.0 027 0014 626.37 E.W. @ F.A.(+) 062909 N 0568.0 0015 2,250.64 A.C. @ L.S.(+) 072009 N NA0150 047 0001-1 -127.40 E.W. @ F.A.(+) 050709 N 0471.0 DAO CORRECTING ENTRY 0001-2 117.30 050709 N 0471.0 DAO CORRECTING ENTRY 049 0001 6,000.00 A.C. @ L.S.(+) 082009 N NA0010 051 0001 966.84 E.W. @ F.A.(+) 070609 N 0561.0 0002 941.25 070709 N 0562.0 0003 710.63 070809 N 0563.0 052 0001 4,350.00 A.C. @ L.S.(+) 071409 N 999991 0002 4,383.75 E.W. @ L.S.(+) 082009 N NA0020 057 0005 25,341.00 E.W. @ L.S.(+) 082009 N NA0050 120,231.36 TOTAL THIS ESTIMATE 1,710,437.35 TOTAL PREVIOUS ESTIMATE 1,830,668.71 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 08/26/09 EST. NO.17 TIME 08:26 AM 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 -13,638.68 -23,603.68 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 0.00 -20,000.00 TOTAL DEDUCTIONS -13,638.68 -43,603.68 PROGRAM CAS145 PAGE 1 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 LOCATION RERUN 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 0.500 30,000.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,635,000.00 0.230 575.00 295.230 738,075.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,800.00 170.000 2,550.00 1,764.000 26,460.00 04 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 0.030 4,050.00 0.450 60,750.00 05 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.010 70.00 0.734 5,138.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL M2 0.1500 274,500.00 14,891.000 2,233.65 567,754.200 85,163.13 S) 07 TEMPORARY FIBER ROLL M 5.2500 316,575.00 231.000 1,212.75 23,735.000 124,608.75 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 47,000.00 15.000 15,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 169,000.00 10.000 65,000.00 10 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 5.000 2,250.00 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 0.451 56,375.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 55,000.0000 55,000.00 0.030 1,650.00 0.450 24,750.00 14 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.010 450.00 0.610 27,450.00 S) 15 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.030 3,750.00 0.480 60,000.00 S) 16 TYPE III BARRICADE EA 300.0000 8,700.00 21.000 6,300.00 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 6,300.00 228.930 6,867.90 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 32,200.00 29,872.000 29,872.00 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 13,200.00 0.000 0.00 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 1,547.000 6,188.00 PROGRAM CAS145 PAGE 2 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.350 3,500.00 4.840 48,400.00 S) 24 TEMPORARY RAILING (TYPE K) M 50.0000 368,000.00 275.000 13,750.00 4,312.500 215,625.00 S) 25 TRAFFIC PLASTIC DRUM EA 90.0000 15,300.00 109.000 9,810.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 365.0000 98,550.00 14.000 5,110.00 134.000 48,910.00 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 1.000 5,000.00 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 31 REMOVE CHAIN LINK FENCE M 20.0000 11,400.00 1,543.800 30,876.00 32 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,500.00 207.500 7,262.50 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 8,190.00 871.340 6,099.38 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 0.000 0.00 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 26.659 2,665.90 395.729 39,572.90 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 0.030 2,100.00 0.480 33,600.00 48 ROADWAY EXCAVATION M3 3.4500 4,519,500.00 915.050 3,156.92 1,449,505.190 5,000,792.91 49 LEAD COMPLIANCE PLAN LS 70,000.0000 70,000.00 0.500 35,000.00 S) PROGRAM CAS145 PAGE 3 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,240.000 128,000.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 13,200.00 257.000 5,140.00 468.000 9,360.00 52 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 195,750.00 3,686.000 92,150.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,600.00 160.000 6,400.00 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 9,875.00 10.000 1,250.00 WALL) 55 GRAVEL BLANKET M3 65.0000 148,850.00 0.000 0.00 56 SAND BACKFILL M3 145.0000 17,400.00 31.500 4,567.50 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 2,385.000 4,293.00 2,385.000 4,293.00 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 9,631.000 67,417.00 64 COMPOST (EROSION CONTROL) M3 700.0000 112,000.00 1.060 742.00 1.060 742.00 S) 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 1.000 450.00 1.000 450.00 S) 66 PURE LIVE SEED (EROSION CONTROL)(TYPE 2) KG 425.0000 15,300.00 20.670 8,784.75 20.670 8,784.75 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 1,847.000 184,700.00 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 26.500 26.50 26.500 26.50 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 0.092 6,440.00 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 126,000.00 249.000 87,150.00 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 112,000.00 562.700 98,472.50 596.000 104,300.00 S) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 16,517.350 280,794.95 64,014.350 1,088,243.95 78 CLASS 2 AGGREGATE BASE M3 39.0000 2,624,700.00 10,064.800 392,527.20 16,062.800 626,449.20 79 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 8,000.00 1.620 648.00 S) 80 ASPHALT CONCRETE (TYPE A) TONN 70.0000 4,249,000.00 566.330 39,643.10 12,812.650 896,885.50 81 ASPHALT CONCRETE BASE (TYPE A) TONN 65.0000 2,125,500.00 1,352.180 87,891.70 1,352.180 87,891.70 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 1,229.760 30,744.00 AREA) 84 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 42,000.00 0.000 0.00 85 CONCRETE PAVEMENT M3 197.0000 4,925,000.00 1,175.440 231,561.68 1,175.440 231,561.68 86 SEAL PAVEMENT JOINT M 3.0000 233,100.00 0.000 0.00 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.112 44,800.00 0.455 182,000.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 630,000.00 1,450.000 507,500.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 605.0000 3,853,850.00 104.000 62,920.00 3,828.000 2,315,940.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 246,750.00 68.000 35,700.00 156.000 81,900.00 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 13.290 19,935.00 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 58.260 87,390.00 358.790 538,185.00 F) 96 ARCHITECTURAL TEXTURE (STAMPED CONCETE) M2 95.0000 118,750.00 950.000 90,250.00 F) 97 FRACTURED RIB TEXTURE M2 100.0000 78,000.00 451.000 45,100.00 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 0.000 0.00 S) 02 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,385,500.00 10,816.000 18,387.20 530,610.000 902,037.00 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 56,100.00 7,022.000 23,172.60 10,468.000 34,544.40 S) PROGRAM CAS145 PAGE 5 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,315,680.00 738,086.000 1,180,937.60 S) 05 HEADED BAR REINFORCEMENT EA 15.0000 1,080.00 36.000 540.00 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 26.000 4,030.00 27 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 800,250.00 1,047.000 172,755.00 4,179.000 689,535.00 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 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 39.000 9,165.00 592.000 139,120.00 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 4.000 1,200.00 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 36.000 36,000.00 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 485,050.00 165.000 89,925.00 WATER MAIN 47 300 MM CEMENT MORTAR LINED AND COATED M 485.0000 174,600.00 140.000 67,900.00 156.000 75,660.00 WATER MAIN 48 510 MM CEMENT MORTAR LINED AND COATED M 590.0000 1,056,100.00 306.000 180,540.00 WATER MAIN 49 50 MM TYPE K COPPER PIPE M 225.0000 47,250.00 22.000 4,950.00 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 0.000 0.00 55 900 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 0.000 0.00 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 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 1,620.00 60 100 MM BLOW OFF ASSEMBLY EA 4,800.0000 28,800.00 0.000 0.00 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 1.800 8,100.00 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 0.000 0.00 AIR VACCUM VALUE 68 50 MM COMBINATION AIR RELEASE AND EA 6,500.0000 32,500.00 0.000 0.00 AIR VACCUM VALUE 69 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 23,800.00 0.000 0.00 70 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 4,000.00 1.000 800.00 (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 0.000 0.00 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 19,500.00 694.510 52,088.25 (1/4 TON, METHOD B) 80 ROCK SLOPE PROTECTION M3 150.0000 22,500.00 8.112 1,216.80 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 31.953 191.72 1,508.173 9,049.04 PROGRAM CAS145 PAGE 8 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 527,050.00 398.690 165,456.35 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 0.000 0.00 S) 90 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 9,555.00 0.000 0.00 SF) 91 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 24,600.00 650.000 13,000.00 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 2,073.200 138,904.40 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 81.000 5,265.00 81.000 5,265.00 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 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 1,000.00 100.000 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 0.000 0.00 S) 35 SIGNAL AND LIGHTING (LOCATION 5) LS 210,000.0000 210,000.00 0.000 0.00 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 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.030 16,950.00 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 0.000 0.00 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 0.060 1,800.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 1100,000.0000 1,100,000.00 0.040 44,000.00 0.180 198,000.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.080 6,400.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 62,000.0000 62,000.00 0.000 0.00 S) 48 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 08/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:26 AM ESTIMATE NO. 17 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 08/20/09 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 08/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,796,004.92 22,825,045.76 ADJUSTMENT OF COMPENSATION 31,275.34 411,966.62 EXTRA WORK 88,956.02 1,418,702.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,916,236.28 24,655,714.47 51 MOBILIZATION LS 5800,000.0000 5,800,000.00 0.950 5,510,000.00 ORIGINAL CONTRACT AMOUNT 61,864,667.00 TOTAL WORK COMPLETED 1,916,236.28 30,165,714.47 MATERIALS ON HAND ON SITE 873,272.34 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -13,638.68 -43,603.68 TOTAL 1,902,597.60 30,995,383.13 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 12/31/09 317 17 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OLSON, TED RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/09