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 11/24/08 EST. NO.36 TIME 03:22 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 002 0001 7,505.60 E.W. @ U.P (+) 082908 N GJ1740 003 0033 1,984.07 E.W. @ F.A.(+) 100108 N GJ1310 0034 2,596.71 100208 N GJ1410 0035 961.51 100308 N GJ1440 0036 744.02 100608 N GJ1460 0037 2,290.39 100708 N GJ1470 0038 2,450.80 100808 N GJ1480 0039 2,395.15 100808 N GJ1490 0041 2,675.67 100908 N GJ1510 0042 2,698.82 100908 N GJ1520 0043 2,743.87 101008 N GJ1530 0044 677.28 100108 N GJ1590 0045 2,244.00 102208 N GJ1770 0046 748.00 102908 N GJ1780 0047 330.67 110708 N GJ1800 0048 612.65 111108 N GJ1850 0049 757.65 111408 N GJ1860 007 0019 350.00 E.W. @ F.A.(+) 091608 N 283 0 0019-1 -350.00 091608 N 283 0 DAO CORRECTING ENTRY 0019-2 350.00 091608 N 283 0 DAO CORRECTING ENTRY 010 0015 1,123.53 E.W. @ F.A.(+) 091108 N GJ1280 0016 9,592.46 090308 N GJ1360 0017 18,153.58 E.W. @ L.S.(+) 110108 N CF1 0 011 0010 158,353.04 E.W. @ U.P (+) 111208 N CT10 0 0011 7,507.54 E.W. @ L.S.(+) 110108 N CT11 0 040 0004 1,587.90 E.W. @ U.P (+) 091108 N G2 0 052 0001 1,300.76 E.W. @ F.A.(+) 101608 N EE1909 072 0014 405.30 E.W. @ F.A.(+) 091908 N GJ1691 0015 110.56 E.W. @ L.S.(+) 110108 N CT4 0 0016 481.60 A.C. @ L.S.(+) 110108 N CT5 0 086 0001 540.49 E.W. @ F.A.(+) 060608 N AFC001 0002 540.49 060608 N AFC1 0 0009 2,194.06 100308 N AF3180 0010 1,577.92 100608 N AF3190 088 0001 2,536.44 A.C. @ L.S.(+) 110108 N CT1 0 091 0033 2,896.28 E.W. @ F.A.(+) 100108 N GJ1380 0034 2,683.39 100208 N GJ1390 0035 1,828.60 100308 N GJ1410 0036 1,291.72 102408 N GJ1581 0037 753.50 102208 N GJ1571 096 0001 1,734.08 E.W. @ F.A.(+) 081908 N EE1111 0002 1,386.08 082808 N EE1854 0003 171.57 090308 N EE1856 110 0001 16,182.69 A.C. @ L.S.(+) 110108 N CT1 0 113 0003 1,457.59 E.W. @ F.A.(+) 100108 N GJ1370 116 0019 1,211.11 E.W. @ F.A.(+) 100308 N GJ1430 118 0001 7,415.48 E.W. @ F.A.(+) 082708 N EE1855 119 0001 1,320.17 E.W. @ F.A.(+) 101508 N GJ1560 0002 204.21 102608 N GJ1600 0003 151.53 102708 N GJ1610 0004 1,617.83 101608 N GJ1620 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 11/24/08 EST. NO.36 TIME 03:22 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0005 2,635.09 101708 N GJ1630 0006 3,544.89 102008 N GJ1640 0007 2,507.36 102208 N GJ1650 0008 2,128.46 102108 N GJ1660 0009 1,704.75 102308 N GJ1670 0010 1,704.75 102408 N GJ1680 0011 151.53 102808 N GJ1710 0012 506.57 102908 N GJ1720 0013 151.53 103008 N GJ1730 0014 204.21 110108 N GJ1740 0015 303.06 110308 N GJ1750 0016 970.94 110408 N GJ1760 0017 112,000.00 E.W. @ L.S.(+) 102208 N GJ1770 0018 3,651.74 E.W. @ F.A.(+) 110508 N GJ1780 0019 4,263.98 110608 N GJ1790 0020 4,022.83 110708 N GJ1810 0021 3,577.10 111008 N GJ1820 0022 220.00 110508 N GJ1830 0023 1,826.06 111108 N GJ1840 0024 194.89 111308 N FSI350 0025 247.22 111808 N GJ1870 0026 2,712.68 E.W. @ L.S.(+) 111408 N CT1 0 120 0002 5,030.90 E.W. @ F.A.(+) 100308 N GJ1420 0003 22,622.18 093008 N GJ1530 0005 2,566.16 093008 N GJ1700 121 0001 3,596.00 E.W. @ F.A.(+) 092508 N EE1734 0002 2,752.60 100708 N EE1903 0003 3,155.82 100808 N EE1904 0004 3,241.38 100908 N EE1905 0005 3,694.14 101008 N EE1906 0006 2,322.92 101308 N EE1907 0007 2,321.62 101408 N EE1908 0008 299.04 100608 N EE1902 0009 9,341.08 101408 N EE1913 0011 987.50 100908 N 285 0 0012 817.75 100808 N 286 0 0013 811.50 100708 N 287 0 0014 811.50 100608 N 288 0 0015 334.28 102708 N EE1914 497,014.37 TOTAL THIS ESTIMATE 5,250,523.47 TOTAL PREVIOUS ESTIMATE 5,747,537.84 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 11/24/08 EST. NO.36 TIME 03:22 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT SPEC CONCRETE -555.56 02 RESTAKE 4 HOURS -1,360.00 02 BOX CULVERT DEDUCT -9,317.34 03 RETURN RESTAKE EST#2 1,360.00 03 RETURN BOX CULVERT 9,317.34 06 RESTAKING @ 12-0201 -800.00 08 FENCE FINISH WORK -20,000.00 10 RESTAKE CHARGE 640.00 11 CORRECT RESTAKE CHG -1,280.00 12 CL 2 AB OUT OF SPEC -4,800.00 13 C1 2 AB OUT OF SPECS -2,400.00 14 GCC LASER FIX 131.92 15 OUT-OF-SPEC CONCRETE -1,783.30 15 PTFE BEAR SP 10-1-4 -5,000.00 15 RESTAKING CHARGES -3,280.00 15 AC - LOW AIR VOIDS -7,410.80 16 C1 2 AB COMPACTION -6,400.00 16 PIL ANOMALOUS ON -1,600.00 16 CONC BARRIER -11,730.90 17 AC DEDUCT "SH" LINE -1,770.76 19 ELIJAH TRENCH REPAIR -1,424.20 19 ITEM #107 GROUT -1,200.00 21 SHOBACK OUT OF SPEC -325.32 21 ELIJAH TRENCH 1,424.20 23 RETURN ITEM 107AB 1,200.00 23 SS-1H, CTS.3A.444 -540.93 25 BRIDGE RAIL FINISH -23,000.00 26 FAILED C12 AB -8,800.00 30 RESTAKING CHARGES -3,525.00 30 AC STAB 4-24-08 -1,555.32 32 CSS-1H 4-11-08 -26.40 32 FAIL OGAC 7-8-08 -1,331.62 32 FAILED C1 2 AB -2,563.55 33 ITEM #35 ADJ COMP -82,260.00 33 REL ACL DEDUCTION 11,730.90 33 WEED MAT FOR SIGNS -30,000.00 33 BKFL (PER 5.3A.498) -3,803.81 34 ITEM 35 ADJ COMP -17,385.00 34 RETURN AB COM 5/27/8 550.00 34 RETURN WEED MAT 30,000.00 34 WEED MAT FOR SIGNS -10,000.00 34 LIT STD INSP 8/24/06 -5,000.00 35 RELEASE BRIDGE RAIL 23,000.00 35 RETURN FENCE 15,000.00 35 RETURN WEED MAT 10,000.00 35 SIGN ASSBY INSP -5,000.00 35 RETURN FENCE 5,000.00 36 5,000.00 -167,875.45 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 04 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 11/24/08 EST. NO.36 TIME 03:22 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECEIVED FHWA 1391 10,000.00 10 MISSING FHWA 1391 -10,000.80 16 RETURN 8/07 DEDUCT 10,000.00 23 FHWA 1391 0.80 24 MISSING FHWA 1391 -10,000.00 33 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 05/06 -3,000.00 01 PER LTR DATED 06/06 -4,000.00 02 PER LTR DATED 7/06 -7,000.00 03 RETURN ESTIMATE #1 3,000.00 03 PER LTR DATED 8/06 -10,000.00 04 PER LTR DATED 09/06 -10,000.00 05 PER LTR DATED 10/06 -10,000.00 06 PER LTR DATED 11/06 -10,000.00 07 RTN 6/06 DEDUCTION 4,000.00 07 PER LTR 12/06 -10,000.00 08 PER LTR DATED 01/07 -10,000.00 09 RETURN EST 3 7,000.00 09 PER LTR DATED 2/07 -3,000.00 10 PER LTR DATED 3/07 -7,000.00 11 PER LTR DATED 4/07 -10,000.00 12 PER LTR DATED 5/07 -10,000.00 13 PER LTR DATED 6/07 -10,000.00 14 PER LTR DATED 7/07 -10,000.00 15 RET 12/06 DEDUCT 10,000.00 15 RET 2/07 DEDUCT 3,000.00 15 PER LTR DATED 8/07 -10,000.00 16 PER LTR DATED 9/07 -10,000.00 17 PER LTR DATED 10/07 -10,000.00 19 RETURN 1/07 DEDUCT 10,000.00 19 PER LTR DATED 11/07 -10,000.00 21 PER LTR 12/07 -10,000.00 23 REC'D 11/06 PAYROLL 10,000.00 23 PER LTR 01/08 -10,000.00 24 PER LTR 02/08 -5,000.00 25 PER LTR DATED 3/08 -5,000.00 26 RETURN 02/08 DEDUCT 5,000.00 26 PER 04/08 LTR -10,000.00 28 RTN 10/06, 4/07 DEDU 20,000.00 28 RTN 5/07, 6/07 DEDUC 20,000.00 28 RTN 8/06, 9/06 DEDUC 20,000.00 28 CERTIFIED PAYROLLS -10,000.00 29 PER LTR DATED 7/08 -10,000.00 32 REL 7/07,10/07,3/08 25,000.00 32 PER LTR DATED 8/08 -10,000.00 33 PER LTR DATED 9/08 -10,000.00 34 PER LTR DATED 10/08 -10,000.00 35 RETURN 3/07 DEDUCT 7,000.00 35 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 11/24/08 EST. NO.36 TIME 03:22 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RETURN 9/07 DEDUCT 10,000.00 35 PER LTR DATED 11/08 -10,000.00 36 -10,000.00 -110,000.00 TOTAL DEDUCTIONS -5,000.00 -287,875.45 PROGRAM CAS145 PAGE 1 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 LOCATION RERUN PROGRESS ESTIMATE 03-BUT-149-0.0/R4.6 ----------------------- F C I CONSTRUCTORS GRANITE A IN BUTTE COUNTY NEAR OROVILLE AT JOINT VENTURE OF F C I VARIOUS LOCATIONS CONSTRUCTORS INC AND GRANITE CONSTRUCTION COMPANY 2100 GOODYEAR ROAD BENICIA CA 94510 FED. AID NO. ACST-X007(8)E ,P-X007(8)E CONSTRUCT 4 LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.750 5,625.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,500,000.00 20.000 100,000.00 429.000 2,145,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 47,600.00 3,061.850 30,618.50 04 PREPARE STORM WATER POLLUTION LS 11,500.0000 11,500.00 0.750 8,625.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.210 21,000.00 1.000 100,000.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.970 29,100.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.030 6,000.00 1.000 200,000.00 S) 08 TYPE III BARRICADE EA 95.0000 19,000.00 191.000 18,145.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 21,600.00 403.100 16,124.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 2.0000 24,800.00 2,729.000 5,458.00 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 7,400.00 21.540 2,154.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5600 98,560.00 120,018.000 67,210.08 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,000.00 169.000 4,225.00 S) 14 TRAFFIC PLASTIC DRUM EA 90.0000 29,700.00 352.000 31,680.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 42,000.00 7,328.000 25,648.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.030 750.00 1.000 25,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 30.0000 189,300.00 5,787.450 173,623.50 18 TEMPORARY CRASH CUSHION MODULE EA 450.0000 76,500.00 118.000 53,100.00 19 TEMPORARY TRAFFIC SCREEN M 60.0000 2,940.00 0.000 0.00 20 ABANDON CULVERT M 200.0000 66,000.00 307.000 61,400.00 21 ABANDON WATER WELL EA 10,500.0000 31,500.00 3.000 31,500.00 22 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,150.00 584.000 20,440.00 PROGRAM CAS145 PAGE 2 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 500.0000 30,000.00 8.000 4,000.00 52.000 26,000.00 24 REMOVE CONCRETE IRRIGATION BOX EA 2,200.0000 2,200.00 1.000 2,200.00 25 REMOVE YELLOW TRAFFIC STRIPE M 7.0000 14,140.00 681.000 4,767.00 26 REMOVE WHITE TRAFFIC STRIPE M 2.5000 13,050.00 2,416.300 6,040.75 27 REMOVE PAVEMENT MARKING M2 95.0000 6,270.00 34.020 3,231.90 28 REMOVE ROADSIDE SIGN EA 150.0000 16,500.00 22.000 3,300.00 100.000 15,000.00 29 REMOVE ASPHALT CONCRETE DIKE M 10.0000 2,700.00 270.000 2,700.00 30 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 2.000 2,000.00 31 REMOVE CULVERT M 100.0000 87,000.00 36.190 3,619.00 805.420 80,542.00 32 REMOVE INLET EA 1,000.0000 5,000.00 5.000 5,000.00 33 REMOVE HEADWALL EA 1,200.0000 25,200.00 23.000 27,600.00 34 REMOVE REINFORCED CONCRETE BOX CULVERT M3 400.0000 34,000.00 42.760 17,104.00 35 REMOVE BASE AND SURFACING M3 30.0000 669,000.00 34,518.000 1,035,540.00 36 RECONSTRUCT INLET EA 3,000.0000 3,000.00 1.000 3,000.00 37 RELOCATE ROADSIDE SIGN EA 300.0000 21,300.00 9.000 2,700.00 74.000 22,200.00 38 MODIFY INLET EA 3,000.0000 12,000.00 4.000 12,000.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 17.0000 159,120.00 10,233.100 173,962.70 S) 40 REMOVE CONCRETE M3 220.0000 20,240.00 1.114 245.08 12.615 2,775.30 41 REMOVE CONCRETE CURB M 25.0000 17,250.00 696.000 17,400.00 42 REMOVE CONCRETE BARRIER (TYPE 50) M 50.0000 35,000.00 691.000 34,550.00 43 CAP INLET EA 3,000.0000 3,000.00 1.000 3,000.00 44 REMOVE CRASH CUSHION EA 600.0000 600.00 1.000 600.00 45 CLEARING AND GRUBBING LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 46 ROADWAY EXCAVATION M3 12.0000 11,844,000.00 997,369.000 11,968,428.00 47 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 165,760.00 2,072.000 165,760.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 111,500.00 1,115.000 111,500.00 F) PROGRAM CAS145 PAGE 3 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL M3 70.0000 4,690.00 67.000 4,690.00 F) 51 IMPORTED BORROW M3 22.0000 1,405,800.00 63,900.000 1,405,800.00 52 IMPORTED MATERIAL (SHOULDER BACKING) TONN 45.0000 162,000.00 198.270 8,922.15 3,408.390 153,377.55 53 DUFF M2 11.0000 11,000.00 0.000 0.00 S) 54 STRAW (EROSION CONTROL) TONN 500.0000 35,500.00 0.000 0.00 S) 55 FIBER (EROSION CONTROL) KG 0.9000 55,530.00 0.000 0.00 S) 56 COMPOST (EROSION CONTROL) M3 290.0000 220,400.00 0.000 0.00 S) 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,400.0000 16,800.00 7.000 9,800.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 71.2000 446,424.00 0.000 0.00 S) 59 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 71,250.00 0.000 0.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 2.5500 36,210.00 0.000 0.00 S) 61 NPS 6 SUPPLY LINE (BRIDGE) M 400.0000 6,800.00 16.200 6,480.00 62 300 MM ALTERNATIVE CONDUIT M 175.0000 42,000.00 10.000 1,750.00 239.800 41,965.00 63 FINISHING ROADWAY LS 100,000.0000 100,000.00 0.250 25,000.00 1.000 100,000.00 64 CLASS 2 AGGREGATE BASE M3 39.5000 8,532,000.00 218,543.230 8,632,457.59 65 ASPHALT CONCRETE (TYPE A) TONN 76.4000 17,495,600.00 242,681.100 18,540,836.04 66 ASPHALT CONCRETE (OPEN GRADED) TONN 50.0000 1,335,000.00 17,422.500 871,125.00 67 PAVING ASPHALT (BINDER-PAVEMENT TONN 150.0000 33,000.00 0.000 0.00 REINFORCING FABRIC) 68 PAVEMENT REINFORCING FABRIC M2 1.2500 240,000.00 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE M) M 5.0000 19,300.00 0.000 0.00 70 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 18,000.00 261.510 15,690.60 AREA) 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 2,350.00 539.000 2,695.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 6,700.00 1,613.000 8,065.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 8,800.00 1,671.000 8,355.00 74 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 450.0000 311,850.00 688.300 309,735.00 S) PILING 75 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 1,193,500.00 2,359.880 1,179,940.00 S) PILING 76 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 141,750.00 104.400 140,940.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,100.0000 35,700.00 17.500 36,750.00 S) PILING 78 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 656,000.00 327.650 655,300.00 S) PILING 79 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 3,700.0000 592,000.00 159.000 588,300.00 S) PILING 80 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,050.0000 512,400.00 168.270 513,223.50 S) PILING 81 STEEL SHEET PILING M2 325.0000 848,250.00 2,592.500 842,562.50 82 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 1.000 500,000.00 S) 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 164,500.00 329.000 164,500.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 640.0000 5,509,760.00 8,609.000 5,509,760.00 F) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 59,500.00 70.000 59,500.00 F) (TYPE EQ) 86 CLASS 2 CONCRETE (WINGWALLS) M3 625.0000 118,750.00 0.200 125.00 145.400 90,875.00 87 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 410,000.00 321.500 321,500.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 441,000.00 0.645 1,354.50 204.415 429,271.50 F) 89 MINOR CONCRETE (RETAINING WALL) M3 575.0000 460,000.00 0.000 0.00 90 MINOR CONCRETE (BACKFILL) M3 300.0000 14,100.00 38.700 11,610.00 91 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 50.0000 4,000.00 80.000 4,000.00 92 PTFE BEARING EA 2,800.0000 33,600.00 12.000 33,600.00 S) 93 JOINT SEAL (MR 30 MM) M 140.0000 10,780.00 77.000 10,780.00 S) 94 JOINT SEAL ASSEMBLY (MR 90 MM) M 800.0000 10,400.00 13.000 10,400.00 S) 95 JOINT SEAL ASSEMBLY (MR 100 MM) M 800.0000 10,400.00 13.000 10,400.00 S) 96 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,100.0000 71,400.00 34.000 71,400.00 S) 97 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,100.0000 83,700.00 27.000 83,700.00 S) 98 JOINT SEAL (MR 40 MM) M 260.0000 2,600.00 10.000 2,600.00 S) 99 BAR REINFORCING STEEL KG 2.7000 20,115.00 6,182.000 16,691.40 S) 00 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 2,981,370.00 1,703,640.000 2,981,370.00 SF) 01 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 114,746.00 47,538.000 95,076.00 SF) 02 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 5,760.00 720.000 5,760.00 F) WITH WALKWAY) 03 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 2,880.00 720.000 2,880.00 SF)WITH WALKWAY) PROGRAM CAS145 PAGE 5 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 10.0000 44,750.00 5,620.000 56,200.00 F) (EMS) 05 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 8,950.00 5,620.000 11,240.00 SF)(EMS) 06 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,356,438.00 226,073.000 1,356,438.00 F) 07 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 90,429.20 226,073.000 90,429.20 SF) 08 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,300.0000 18,200.00 17.000 22,100.00 S) PILE (EMS) 09 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 113,400.00 84.900 114,615.00 S) PILE (SIGN FOUNDATION) 10 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,100.0000 294,000.00 138.000 289,800.00 S) PILE (SIGN FOUNDATION) 11 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 20,000.00 7.300 18,250.00 S) PILE (CMS) 12 FURNISH SIGN STRUCTURE (CMS) KG 8.0000 60,328.00 8,565.000 68,520.00 13 INSTALL SIGN STRUCTURE (CMS) KG 1.0000 7,541.00 8,565.000 8,565.00 SF) 14 ROADSIDE SIGN - ONE POST EA 300.0000 36,000.00 10.000 3,000.00 117.000 35,100.00 15 ROADSIDE SIGN - TWO POST EA 750.0000 21,750.00 3.000 2,250.00 29.000 21,750.00 16 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 4,350.00 7.000 1,050.00 30.000 4,500.00 METHOD) 17 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 414,000.00 1,252.060 375,618.00 18 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 305,500.00 844.550 274,478.75 19 900 MM ALTERNATIVE PIPE CULVERT M 385.0000 188,650.00 526.450 202,683.25 20 1050 MM ALTERNATIVE PIPE CULVERT M 415.0000 14,110.00 33.610 13,948.15 21 1200 MM ALTERNATIVE PIPE CULVERT M 505.0000 60,600.00 119.300 60,246.50 22 450 MM REINFORCED CONCRETE PIPE M 375.0000 14,625.00 39.690 14,883.75 23 600 MM REINFORCED CONCRETE PIPE M 345.0000 69,000.00 140.170 48,358.65 24 750 MM REINFORCED CONCRETE PIPE M 415.0000 11,205.00 27.390 11,366.85 25 900 MM REINFORCED CONCRETE PIPE M 400.0000 148,000.00 436.210 174,484.00 26 1050 MM REINFORCED CONCRETE PIPE M 600.0000 53,400.00 91.810 55,086.00 27 1200 MM REINFORCED CONCRETE PIPE M 730.0000 9,490.00 178.240 130,115.20 28 250 MM REINFORCED CONCRETE PIPE M 200.0000 5,400.00 26.450 5,290.00 (CLASS III) 29 JACKED 900 MM REINFORCED CONCRETE PIPE M 870.0000 61,770.00 0.000 0.00 (CLASS III) 30 200 MM PERFORATED PLASTIC M 345.0000 179,400.00 518.000 178,710.00 PIPE UNDERDRAIN PROGRAM CAS145 PAGE 6 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 200 MM ALTERNATIVE PIPE UNDERDRAIN M 85.0000 370,600.00 1,532.000 130,220.00 32 450 MM CONCRETE FLARED END SECTION EA 1,300.0000 5,200.00 4.000 5,200.00 33 600 MM CONCRETE FLARED END SECTION EA 1,350.0000 22,950.00 10.000 13,500.00 34 900 MM CONCRETE FLARED END SECTION EA 1,900.0000 17,100.00 0.100 190.00 5.000 9,500.00 35 1050 MM CONCRETE FLARED END SECTION EA 2,150.0000 8,600.00 3.100 6,665.00 36 1200 MM CONCRETE FLARED END SECTION EA 2,600.0000 2,600.00 0.100 260.00 1.000 2,600.00 37 450 MM ALTERNATIVE FLARED END SECTION EA 585.0000 38,025.00 62.000 36,270.00 38 600 MM ALTERNATIVE FLARED END SECTION EA 615.0000 34,440.00 48.000 29,520.00 39 900 MM ALTERNATIVE FLARED END SECTION EA 885.0000 23,010.00 0.500 442.50 26.000 23,010.00 40 1050 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 1.000 1,300.00 41 1200 MM ALTERNATIVE FLARED END SECTION EA 1,450.0000 8,700.00 6.000 8,700.00 42 450 MM SLIDE HEADGATE EA 4,000.0000 4,000.00 1.000 4,000.00 43 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 135.0000 303,750.00 123.200 16,632.00 2,239.660 302,354.10 44 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 115.0000 27,600.00 142.000 16,330.00 45 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 110.0000 474,100.00 117.000 12,870.00 3,254.790 358,026.90 46 SAND BAG EA 9.0000 11,700.00 0.000 0.00 47 ROCK SLOPE PROTECTION FABRIC M2 6.0000 68,400.00 522.550 3,135.30 8,890.860 53,345.16 48 MINOR CONCRETE (CURB) M3 900.0000 5,400.00 6.000 5,400.00 49 MINOR CONCRETE (MISCELLANEOUS M3 950.0000 71,250.00 70.000 66,500.00 CONSTRUCTION) 50 MINOR CONCRETE (TEXTURED PAVING) M3 840.0000 604,800.00 752.420 632,032.80 51 MISCELLANEOUS IRON AND STEEL KG 3.0000 26,268.00 340.000 1,020.00 8,331.000 24,993.00 SF) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 165,780.00 16,578.000 165,780.00 SF) 53 FENCE (TYPE WM, METAL POST) M 15.0000 452,100.00 220.250 3,303.75 29,004.321 435,064.82 S) 54 1.2 M WIRE MESH GATE EA 805.0000 805.00 5.000 4,025.00 5.000 4,025.00 S) 55 3.0 M WIRE MESH GATE EA 1,000.0000 18,000.00 21.000 21,000.00 S) 56 3.7 M WIRE MESH GATE EA 1,500.0000 3,000.00 1.000 1,500.00 5.000 7,500.00 S) 57 4.3 M WIRE MESH GATE EA 1,500.0000 9,000.00 4.000 6,000.00 S) PROGRAM CAS145 PAGE 7 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 4.9 M WIRE MESH GATE EA 1,500.0000 6,000.00 2.000 3,000.00 5.000 7,500.00 S) 59 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 1,015.00 28.000 980.00 60 DELINEATOR (CLASS 1) EA 35.0000 17,150.00 18.000 630.00 433.000 15,155.00 61 UNDERDRAIN MARKER EA 50.0000 2,100.00 20.000 1,000.00 23.000 1,150.00 62 MARKER (CULVERT) EA 50.0000 10,000.00 10.000 500.00 132.000 6,600.00 63 HIGHWAY POST MARKER EA 50.0000 2,350.00 8.000 400.00 16.000 800.00 64 OBJECT MARKER (TYPE P) EA 100.0000 800.00 8.000 800.00 65 OBJECT MARKER (TYPE K-1) EA 50.0000 100.00 2.000 100.00 66 OBJECT MARKER (TYPE L-1) EA 55.0000 2,695.00 49.000 2,695.00 67 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 651,000.00 4,467.650 670,147.50 S) 68 CONCRETE BARRIER (TYPE 25) M 150.0000 70,350.00 469.000 70,350.00 F) 69 CONCRETE BARRIER (TYPE 25 MODIFIED) M 160.0000 338,880.00 2,118.000 338,880.00 F) 70 DOUBLE METAL BEAM GUARD RAILING M 90.0000 34,200.00 388.620 34,975.80 S) (WOOD POST) 71 TRANSITION RAILING (TYPE WB) EA 2,700.0000 121,500.00 46.000 124,200.00 S) 72 END CAP EA 300.0000 3,900.00 9.000 2,700.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 37,800.00 58.000 40,600.00 S) 74 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 40,500.00 16.000 43,200.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 112,000.00 58.000 116,000.00 S) 76 CRASH CUSHION (TYPE CAT) EA 5,000.0000 145,000.00 30.000 150,000.00 S) 77 CRASH CUSHION (TYPE CAT) BACKUP EA 325.0000 9,425.00 29.000 9,425.00 S) 78 CONCRETE BARRIER (TYPE 60) M 160.0000 131,200.00 793.000 126,880.00 79 CONCRETE BARRIER (TYPE 60C) M 235.0000 75,200.00 311.000 73,085.00 80 CONCRETE BARRIER (TYPE 60E) M 400.0000 64,000.00 177.000 70,800.00 81 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 16,400.00 421.420 16,856.80 S) 82 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 45,850.00 87,038.000 43,519.00 S) (SPRAYABLE) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 34,200.00 16,740.000 33,480.00 S) 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 24,200.00 5,929.000 23,716.00 S) PROGRAM CAS145 PAGE 8 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,500.00 2,687.000 5,374.00 S) (BROKEN 3.66 M - 0.92 M) 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 39,500.00 38,678.000 38,678.00 S) (BROKEN 10.98 M - 3.66 M) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,120.00 2,078.000 2,078.00 S) (BROKEN 5.18 M - 2.14 M) 88 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,760.00 1,877.000 5,631.00 S) 89 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 39,680.00 760.000 3,040.00 9,683.000 38,732.00 S) 90 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.031 4,650.00 1.000 150,000.00 S) 91 LIGHTING (TEMPORARY) LS 300,000.0000 300,000.00 0.997 299,100.00 S) 92 LIGHTING LS 650,000.0000 650,000.00 0.029 18,850.00 1.000 650,000.00 S) 93 SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.030 6,000.00 1.000 200,000.00 S) 94 EXTINGUISHABLE MESSAGE SIGN SYSTEMS LS 100,000.0000 100,000.00 0.010 1,000.00 1.000 100,000.00 S) 95 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.030 900.00 1.000 30,000.00 S) 96 TRAFFIC COUNT STATION LS 80,000.0000 80,000.00 0.054 4,320.00 0.974 77,920.00 S) PROGRAM CAS145 PAGE 9 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 03:22 PM ESTIMATE NO. 36 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 272,734.28 72,130,060.59 ADJUSTMENT OF COMPENSATION 19,200.73 3,065,586.82 EXTRA WORK 477,813.64 2,681,951.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 769,748.65 77,877,598.43 97 MOBILIZATION LS 8100,000.0000 8,100,000.00 1.000 8,100,000.00 ORIGINAL CONTRACT AMOUNT 81,784,984.20 TOTAL WORK COMPLETED 769,748.65 85,977,598.43 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -287,875.45 TOTAL 764,748.65 85,689,722.98 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 02/06/06 500 03/27/06 02/21/06 11/30/08 430 258 0 0 99% 86% PROGRESS IS SATISFACTORY INGVOLDSEN, KYLE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/24/08