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 11/21/07 EST. NO.21 TIME 01:58 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 --------------------------------------------------------------------------- 001 0251 1,340.42 E.W. @ F.A.(+) 080607 N GFS001 0252 4,319.65 080707 N GFS002 0253 47.17 080607 N GFS003 0254 3,625.74 101807 N GB01 0 006 0008 57,544.42 A.C. @ U.P.(+) 103007 N CT8 0 010 0008 29,312.91 E.W. @ F.A.(+) 100207 N G008 0 011 0006 95,856.07 E.W. @ U.P (+) 110907 N CT6 0 023 0014 1,120.00 E.W. @ U.P (+) 100907 N GS10 0 040 0002 11,320.00 E.W. @ U.P (+) 103007 N G002 0 045 0001 5,631.64 E.W. @ F.A.(+) 051707 N G001 0 0002 23,298.71 052107 N G002 0 0003 957.13 052107 N G003 0 0004 2,954.20 052207 N G004 0 0006 7,359.40 060807 N G006 0 0007 6,634.23 060707 N G005A0 0008 3,068.56 061107 N G007 0 0009 1,607.25 052207 N G008 0 0010 1,450.47 060807 N G009 0 0011 494.03 061107 N G010 0 057 0001 715.11 A.C. @ L.S.(+) 032807 N CT1 0 068 0002 27,828.34 A.C. @ L.S.(+) 110807 N G002 0 072 0001 4,150.00 A.C. @ L.S.(+) 081507 N CT1 0 076 0001 20,354.91 E.W. @ L.S.(+) 092607 N CT1 0 080 0003 -975.96 A.C. @ U.P.(-) 102907 N CT3 0 310,014.40 TOTAL THIS ESTIMATE 1,814,034.45 TOTAL PREVIOUS ESTIMATE 2,124,048.85 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 11/21/07 EST. NO.21 TIME 01:58 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 -1,525.32 -70,988.92 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 04 RECEIVED FHWA 1391 10,000.00 10 MISSING FHWA 1391 -10,000.80 16 0.00 -10,000.80 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 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 11/21/07 EST. NO.21 TIME 01:58 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -10,000.00 -127,000.00 TOTAL DEDUCTIONS -11,525.32 -207,989.72 PROGRAM CAS145 PAGE 1 DATE 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 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 14.000 70,000.00 270.000 1,350,000.00 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 0.036 3,600.00 0.705 70,500.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.006 180.00 0.534 16,020.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.028 5,600.00 0.620 124,000.00 S) 08 TYPE III BARRICADE EA 95.0000 19,000.00 45.000 4,275.00 191.000 18,145.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 21,600.00 73.890 2,955.60 194.890 7,795.60 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 2.0000 24,800.00 503.000 1,006.00 2,729.000 5,458.00 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 7,400.00 9.840 984.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5600 98,560.00 48,457.000 27,135.92 72,590.000 40,650.40 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,000.00 149.000 3,725.00 S) 14 TRAFFIC PLASTIC DRUM EA 90.0000 29,700.00 52.000 4,680.00 263.000 23,670.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 42,000.00 2,513.000 8,795.50 4,529.000 15,851.50 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.028 700.00 0.620 15,500.00 S) 17 TEMPORARY RAILING (TYPE K) M 30.0000 189,300.00 4,296.950 128,908.50 18 TEMPORARY CRASH CUSHION MODULE EA 450.0000 76,500.00 104.000 46,800.00 19 TEMPORARY TRAFFIC SCREEN M 60.0000 2,940.00 0.000 0.00 20 ABANDON CULVERT M 200.0000 66,000.00 280.350 56,070.00 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 17,150.00 220.000 7,700.00 397.000 13,895.00 PROGRAM CAS145 PAGE 2 DATE 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.000 12,500.00 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 18.000 126.00 681.000 4,767.00 26 REMOVE WHITE TRAFFIC STRIPE M 2.5000 13,050.00 1,411.300 3,528.25 2,416.300 6,040.75 27 REMOVE PAVEMENT MARKING M2 95.0000 6,270.00 34.020 3,231.90 34.020 3,231.90 28 REMOVE ROADSIDE SIGN EA 150.0000 16,500.00 10.000 1,500.00 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 87,000.00 371.470 37,147.00 32 REMOVE INLET EA 1,000.0000 5,000.00 1.000 1,000.00 33 REMOVE HEADWALL EA 1,200.0000 25,200.00 16.000 19,200.00 34 REMOVE REINFORCED CONCRETE BOX CULVERT M3 400.0000 34,000.00 4.760 1,904.00 35 REMOVE BASE AND SURFACING M3 30.0000 669,000.00 45.000 1,350.00 16,752.000 502,560.00 36 RECONSTRUCT INLET EA 3,000.0000 3,000.00 0.000 0.00 37 RELOCATE ROADSIDE SIGN EA 300.0000 21,300.00 3.000 900.00 52.000 15,600.00 38 MODIFY INLET EA 3,000.0000 12,000.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 17.0000 159,120.00 8,444.000 143,548.00 S) 40 REMOVE CONCRETE M3 220.0000 20,240.00 4.701 1,034.22 41 REMOVE CONCRETE CURB M 25.0000 17,250.00 0.000 0.00 42 REMOVE CONCRETE BARRIER (TYPE 50) M 50.0000 35,000.00 0.000 0.00 43 CAP INLET EA 3,000.0000 3,000.00 0.000 0.00 44 REMOVE CRASH CUSHION EA 600.0000 600.00 0.000 0.00 45 CLEARING AND GRUBBING LS 1200,000.0000 1,200,000.00 0.950 1,140,000.00 46 ROADWAY EXCAVATION M3 12.0000 11,844,000.00 863,349.000 10,360,188.00 47 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.800 12,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 165,760.00 2,072.000 165,760.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 111,500.00 829.630 82,963.00 F) PROGRAM CAS145 PAGE 3 DATE 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 48.000 3,360.00 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 162,000.00 325.320 14,639.40 1,772.690 79,771.05 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 5.000 7,000.00 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 9.000 3,600.00 62 300 MM ALTERNATIVE CONDUIT M 175.0000 42,000.00 12.200 2,135.00 124.000 21,700.00 63 FINISHING ROADWAY LS 100,000.0000 100,000.00 0.000 0.00 64 CLASS 2 AGGREGATE BASE M3 39.5000 8,532,000.00 4,212.000 166,374.00 155,538.500 6,143,770.75 65 ASPHALT CONCRETE (TYPE A) TONN 76.4000 17,495,600.00 17,378.830 1,327,742.61 146,483.820 11,191,363.85 66 ASPHALT CONCRETE (OPEN GRADED) TONN 50.0000 1,335,000.00 0.000 0.00 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 53.550 3,213.00 53.550 3,213.00 AREA) 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 2,350.00 0.000 0.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 6,700.00 43.000 215.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 8,800.00 198.000 990.00 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 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.860 430,000.00 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 5,509,760.00 527.450 337,568.00 8,465.180 5,417,715.20 F) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 59,500.00 37.000 31,450.00 F) (TYPE EQ) 86 CLASS 2 CONCRETE (WINGWALLS) M3 625.0000 118,750.00 136.200 85,125.00 87 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 410,000.00 306.300 306,300.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 441,000.00 4.350 9,135.00 172.030 361,263.00 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 23.500 7,050.00 91 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 50.0000 4,000.00 48.000 2,400.00 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 0.000 0.00 S) 94 JOINT SEAL ASSEMBLY (MR 90 MM) M 800.0000 10,400.00 0.000 0.00 S) 95 JOINT SEAL ASSEMBLY (MR 100 MM) M 800.0000 10,400.00 0.000 0.00 S) 96 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,100.0000 71,400.00 25.000 52,500.00 25.000 52,500.00 S) 97 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,100.0000 83,700.00 0.000 0.00 S) 98 JOINT SEAL (MR 40 MM) M 260.0000 2,600.00 10.000 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 92,354.800 161,620.90 1,694,591.340 2,965,534.85 SF) 01 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 114,746.00 47,539.000 95,078.00 SF) 02 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 5,760.00 0.000 0.00 F) WITH WALKWAY) 03 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 2,880.00 0.000 0.00 SF)WITH WALKWAY) PROGRAM CAS145 PAGE 5 DATE 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) (EMS) 05 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 8,950.00 0.000 0.00 SF)(EMS) 06 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,356,438.00 32,629.000 195,774.00 73,041.000 438,246.00 F) 07 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 90,429.20 34,037.000 13,614.80 34,037.000 13,614.80 SF) 08 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,300.0000 18,200.00 3.400 4,420.00 3.400 4,420.00 S) PILE (EMS) 09 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 113,400.00 14.000 18,900.00 42.000 56,700.00 S) PILE (SIGN FOUNDATION) 10 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,100.0000 294,000.00 121.100 254,310.00 S) PILE (SIGN FOUNDATION) 11 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 20,000.00 7.300 18,250.00 7.300 18,250.00 S) PILE (CMS) 12 FURNISH SIGN STRUCTURE (CMS) KG 8.0000 60,328.00 7,541.000 60,328.00 13 INSTALL SIGN STRUCTURE (CMS) KG 1.0000 7,541.00 0.000 0.00 SF) 14 ROADSIDE SIGN - ONE POST EA 300.0000 36,000.00 17.000 5,100.00 15 ROADSIDE SIGN - TWO POST EA 750.0000 21,750.00 0.000 0.00 16 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 4,350.00 1.000 150.00 METHOD) 17 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 414,000.00 -11.000 -3,300.00 992.270 297,681.00 18 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 305,500.00 734.760 238,797.00 19 900 MM ALTERNATIVE PIPE CULVERT M 385.0000 188,650.00 453.210 174,485.85 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 20.180 7,567.50 23 600 MM REINFORCED CONCRETE PIPE M 345.0000 69,000.00 112.170 38,698.65 24 750 MM REINFORCED CONCRETE PIPE M 415.0000 11,205.00 13.000 5,395.00 25 900 MM REINFORCED CONCRETE PIPE M 400.0000 148,000.00 404.610 161,844.00 26 1050 MM REINFORCED CONCRETE PIPE M 600.0000 53,400.00 76.800 46,080.00 27 1200 MM REINFORCED CONCRETE PIPE M 730.0000 9,490.00 153.900 112,347.00 166.540 121,574.20 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 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,064.000 90,440.00 32 450 MM CONCRETE FLARED END SECTION EA 1,300.0000 5,200.00 1.800 2,340.00 33 600 MM CONCRETE FLARED END SECTION EA 1,350.0000 22,950.00 4.500 6,075.00 34 900 MM CONCRETE FLARED END SECTION EA 1,900.0000 17,100.00 2.700 5,130.00 35 1050 MM CONCRETE FLARED END SECTION EA 2,150.0000 8,600.00 1.000 2,150.00 2.800 6,020.00 36 1200 MM CONCRETE FLARED END SECTION EA 2,600.0000 2,600.00 0.000 0.00 37 450 MM ALTERNATIVE FLARED END SECTION EA 585.0000 38,025.00 51.000 29,835.00 38 600 MM ALTERNATIVE FLARED END SECTION EA 615.0000 34,440.00 38.000 23,370.00 39 900 MM ALTERNATIVE FLARED END SECTION EA 885.0000 23,010.00 18.000 15,930.00 40 1050 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 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 1.000 4,000.00 43 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 135.0000 303,750.00 1,540.860 208,016.10 44 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 115.0000 27,600.00 24.300 2,794.50 45 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 110.0000 474,100.00 2,973.210 327,053.10 46 SAND BAG EA 9.0000 11,700.00 0.000 0.00 47 ROCK SLOPE PROTECTION FABRIC M2 6.0000 68,400.00 5,795.010 34,770.06 48 MINOR CONCRETE (CURB) M3 900.0000 5,400.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 950.0000 71,250.00 44.300 42,085.00 47.300 44,935.00 CONSTRUCTION) 50 MINOR CONCRETE (TEXTURED PAVING) M3 840.0000 604,800.00 69.660 58,514.40 51 MISCELLANEOUS IRON AND STEEL KG 3.0000 26,268.00 85.000 255.00 6,005.000 18,015.00 SF) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 165,780.00 194.310 1,943.10 8,789.620 87,896.20 SF) 53 FENCE (TYPE WM, METAL POST) M 15.0000 452,100.00 395.050 5,925.75 21,691.261 325,368.92 S) 54 1.2 M WIRE MESH GATE EA 805.0000 805.00 0.000 0.00 S) 55 3.0 M WIRE MESH GATE EA 1,000.0000 18,000.00 6.000 6,000.00 10.000 10,000.00 S) 56 3.7 M WIRE MESH GATE EA 1,500.0000 3,000.00 1.200 1,800.00 2.000 3,000.00 S) 57 4.3 M WIRE MESH GATE EA 1,500.0000 9,000.00 1.200 1,800.00 2.000 3,000.00 S) PROGRAM CAS145 PAGE 7 DATE 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 59 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 1,015.00 0.000 0.00 60 DELINEATOR (CLASS 1) EA 35.0000 17,150.00 0.000 0.00 61 UNDERDRAIN MARKER EA 50.0000 2,100.00 0.000 0.00 62 MARKER (CULVERT) EA 50.0000 10,000.00 0.000 0.00 63 HIGHWAY POST MARKER EA 50.0000 2,350.00 0.000 0.00 64 OBJECT MARKER (TYPE P) EA 100.0000 800.00 0.000 0.00 65 OBJECT MARKER (TYPE K-1) EA 50.0000 100.00 0.000 0.00 66 OBJECT MARKER (TYPE L-1) EA 55.0000 2,695.00 0.000 0.00 67 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 651,000.00 617.220 92,583.00 1,295.400 194,310.00 S) 68 CONCRETE BARRIER (TYPE 25) M 150.0000 70,350.00 460.550 69,082.50 F) 69 CONCRETE BARRIER (TYPE 25 MODIFIED) M 160.0000 338,880.00 1,086.300 173,808.00 F) 70 DOUBLE METAL BEAM GUARD RAILING M 90.0000 34,200.00 266.700 24,003.00 358.140 32,232.60 S) (WOOD POST) 71 TRANSITION RAILING (TYPE WB) EA 2,700.0000 121,500.00 10.000 27,000.00 28.000 75,600.00 S) 72 END CAP EA 300.0000 3,900.00 2.000 600.00 4.000 1,200.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 37,800.00 28.000 19,600.00 34.000 23,800.00 S) 74 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 40,500.00 8.000 21,600.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 112,000.00 16.000 32,000.00 26.000 52,000.00 S) 76 CRASH CUSHION (TYPE CAT) EA 5,000.0000 145,000.00 20.000 100,000.00 24.000 120,000.00 S) 77 CRASH CUSHION (TYPE CAT) BACKUP EA 325.0000 9,425.00 20.000 6,500.00 24.000 7,800.00 S) 78 CONCRETE BARRIER (TYPE 60) M 160.0000 131,200.00 0.000 0.00 79 CONCRETE BARRIER (TYPE 60C) M 235.0000 75,200.00 0.000 0.00 80 CONCRETE BARRIER (TYPE 60E) M 400.0000 64,000.00 0.000 0.00 81 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 16,400.00 4.920 196.80 S) 82 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 45,850.00 1,712.000 856.00 S) (SPRAYABLE) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 34,200.00 1,720.000 3,440.00 S) 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 24,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 39,500.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,120.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 88 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,760.00 0.000 0.00 S) 89 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 39,680.00 0.000 0.00 S) 90 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.000 0.00 S) 91 LIGHTING (TEMPORARY) LS 300,000.0000 300,000.00 0.833 249,900.00 S) 92 LIGHTING LS 650,000.0000 650,000.00 0.103 66,950.00 0.605 393,250.00 S) 93 SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.184 36,800.00 0.747 149,400.00 S) 94 EXTINGUISHABLE MESSAGE SIGN SYSTEMS LS 100,000.0000 100,000.00 0.031 3,100.00 0.259 25,900.00 S) 95 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.052 1,560.00 0.414 12,420.00 S) 96 TRAFFIC COUNT STATION LS 80,000.0000 80,000.00 0.043 3,440.00 0.175 14,000.00 S) PROGRAM CAS145 PAGE 9 DATE 11/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:58 PM ESTIMATE NO. 21 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 11/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 11/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,063,392.73 52,768,963.30 ADJUSTMENT OF COMPENSATION 89,261.91 790,328.26 EXTRA WORK 220,752.49 1,333,720.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,373,407.13 54,893,012.15 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 3,373,407.13 62,993,012.15 MATERIALS ON HAND ON SITE 202,331.35 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,525.32 -207,989.72 TOTAL 3,361,881.81 62,987,353.78 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 06/01/09 270 168 0 0 76% 54% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/09/07. INGVOLDSEN, KYLE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/07