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 09/23/08 EST. NO.34 TIME 05:37 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 0311 125.66 E.W. @ F.A.(+) 061208 N G101 0 0312 673.76 061308 N G102 0 0313 222.84 080808 N G103 0 0314 784.82 081808 N G104 0 0315 183.48 081908 N G105 0 0316 1,903.58 081908 N G106 0 0317 556.78 082008 N G107 0 0318 167.13 082108 N G108 0 0319 389.97 082208 N G109 0 0320 647.87 082508 N G110 0 0321 1,616.51 082808 N G111 0 0322 389.97 082808 N G112 0 0323 306.41 082908 N G113 0 006 0017 64,345.03 A.C. @ U.P.(+) 082908 N CT17 0 0018 50,217.82 091508 N CT18 0 007 0017 385.00 E.W. @ F.A.(+) 090908 N 274 0 0018 350.00 091608 N 275 0 009 0001 10,385.08 E.W. @ L.S.(+) 091808 N CT1 0 011 0008 257,673.94 E.W. @ U.P (+) 091708 N CT8 0 019 0023 3,924.07 E.W. @ F.A.(+) 072408 N G03A 0 0024 688.31 050406 N G07 0 032 0002 1,821.53 E.W. @ L.S.(+) 091108 N CT2 0 0003 -7,608.15 A.C. @ L.S.(-) 091108 N CT3 0 036 0047 168.19 E.W. @ F.A.(+) 082308 N GK30 0 0048 4,675.58 082208 N GK31 0 0049 1,630.55 062207 N GK32 0 068 0012 47,705.09 A.C. @ L.S.(+) 082908 N G013 0 072 0003 -1,338.46 A.C. @ L.S.(-) 091108 N CT2 0 091 0010 7,041.66 E.W. @ F.A.(+) 081108 N G08 0 0011 6,686.93 081208 N G09 0 0012 6,124.70 081308 N G10 0 0013 4,416.21 081408 N G11 0 0014 4,661.57 082708 N G12 0 0015 674.34 082808 N G13 0 0016 4,998.11 082908 N G14 0 0017 748.00 081308 N G10A 0 0019 374.00 081408 N G11A 0 0021 1,045.00 081208 N G09A 0 0022 929.50 081108 N G08A 0 0023 968.45 060308 N G15 0 109 0001 1,402.18 E.W. @ F.A.(+) 072208 N G01 0 115 0001 837.50 E.W. @ L.S.(+) 062708 N CT1 0 116 0001 499.60 E.W. @ F.A.(+) 082108 N G01 0 0002 999.22 082508 N G02 0 0004 10,602.02 082608 N G03 0 496,001.35 TOTAL THIS ESTIMATE 4,441,335.64 TOTAL PREVIOUS ESTIMATE 4,937,336.99 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 09/23/08 EST. NO.34 TIME 05:37 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 -638.81 -210,875.45 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 04 RECEIVED FHWA 1391 10,000.00 10 MISSING FHWA 1391 -10,000.80 16 RETURN 8/07 DEDUCT 10,000.00 23 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 09/23/08 EST. NO.34 TIME 05:37 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -10,000.00 -107,000.00 TOTAL DEDUCTIONS -10,638.81 -327,875.45 PROGRAM CAS145 PAGE 1 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 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 20.000 100,000.00 389.000 1,945,000.00 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 0.790 79,000.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.050 1,500.00 0.920 27,600.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.050 10,000.00 0.950 190,000.00 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 0.050 1,250.00 0.950 23,750.00 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 76,500.00 104.000 46,800.00 19 TEMPORARY TRAFFIC SCREEN M 60.0000 2,940.00 0.000 0.00 20 ABANDON CULVERT M 200.0000 66,000.00 307.000 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 17,150.00 485.000 16,975.00 PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,000.00 44.000 22,000.00 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 -1.000 -150.00 76.000 11,400.00 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 16.450 1,645.00 769.230 76,923.00 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 38.000 15,200.00 42.760 17,104.00 35 REMOVE BASE AND SURFACING M3 30.0000 669,000.00 1,159.000 34,770.00 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 65.000 19,500.00 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 10,233.100 173,962.70 S) 40 REMOVE CONCRETE M3 220.0000 20,240.00 6.800 1,496.00 11.501 2,530.22 41 REMOVE CONCRETE CURB M 25.0000 17,250.00 696.000 17,400.00 696.000 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 0.000 0.00 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 0.950 1,140,000.00 46 ROADWAY EXCAVATION M3 12.0000 11,844,000.00 40.000 480.00 997,369.000 11,968,428.00 47 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.200 3,000.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,101.530 49,568.85 3,210.120 144,455.40 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 1.000 1,400.00 6.000 8,400.00 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 42,000.00 180.000 31,500.00 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 5,854.800 231,264.60 218,543.230 8,632,457.59 65 ASPHALT CONCRETE (TYPE A) TONN 76.4000 17,495,600.00 9,531.640 728,217.30 242,681.100 18,540,836.04 66 ASPHALT CONCRETE (OPEN GRADED) TONN 50.0000 1,335,000.00 15,328.620 766,431.00 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 19.500 1,170.00 261.510 15,690.60 AREA) 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 2,350.00 85.000 425.00 539.000 2,695.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 6,700.00 298.000 1,490.00 1,613.000 8,065.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 8,800.00 44.000 220.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 25,600.00 8,599.000 5,503,360.00 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 0.100 62.50 145.200 90,750.00 87 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 410,000.00 -19.000 -19,000.00 314.900 314,900.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 441,000.00 198.615 417,091.50 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 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 1,703,639.520 2,981,369.16 SF) 01 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 114,746.00 -1.000 -2.00 47,538.000 95,076.00 SF) 02 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 5,760.00 720.000 5,760.00 720.000 5,760.00 F) WITH WALKWAY) 03 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 2,880.00 720.000 2,880.00 720.000 2,880.00 SF)WITH WALKWAY) PROGRAM CAS145 PAGE 5 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,145.000 2,290.00 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 30,241.000 12,096.40 226,073.000 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 7,541.000 60,328.00 13 INSTALL SIGN STRUCTURE (CMS) KG 1.0000 7,541.00 8,565.000 8,565.00 8,565.000 8,565.00 SF) 14 ROADSIDE SIGN - ONE POST EA 300.0000 36,000.00 10.000 3,000.00 107.000 32,100.00 15 ROADSIDE SIGN - TWO POST EA 750.0000 21,750.00 4.000 3,000.00 26.000 19,500.00 16 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 4,350.00 3.000 450.00 23.000 3,450.00 METHOD) 17 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 414,000.00 1,227.060 368,118.00 18 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 305,500.00 -17.400 -5,655.00 844.550 274,478.75 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.900 5,070.00 33 600 MM CONCRETE FLARED END SECTION EA 1,350.0000 22,950.00 -1.000 -1,350.00 10.000 13,500.00 34 900 MM CONCRETE FLARED END SECTION EA 1,900.0000 17,100.00 4.700 8,930.00 35 1050 MM CONCRETE FLARED END SECTION EA 2,150.0000 8,600.00 3.000 6,450.00 36 1200 MM CONCRETE FLARED END SECTION EA 2,600.0000 2,600.00 0.900 2,340.00 37 450 MM ALTERNATIVE FLARED END SECTION EA 585.0000 38,025.00 60.000 35,100.00 38 600 MM ALTERNATIVE FLARED END SECTION EA 615.0000 34,440.00 -1.000 -615.00 48.000 29,520.00 39 900 MM ALTERNATIVE FLARED END SECTION EA 885.0000 23,010.00 25.500 22,567.50 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 97.700 13,189.50 2,099.360 283,413.60 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 3,137.790 345,156.90 46 SAND BAG EA 9.0000 11,700.00 0.000 0.00 47 ROCK SLOPE PROTECTION FABRIC M2 6.0000 68,400.00 48.620 291.72 7,190.170 43,141.02 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 6.000 5,700.00 79.800 75,810.00 CONSTRUCTION) 50 MINOR CONCRETE (TEXTURED PAVING) M3 840.0000 604,800.00 662.890 556,827.60 51 MISCELLANEOUS IRON AND STEEL KG 3.0000 26,268.00 455.000 1,365.00 7,651.000 22,953.00 SF) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 165,780.00 5,878.000 58,780.00 15,578.000 155,780.00 SF) 53 FENCE (TYPE WM, METAL POST) M 15.0000 452,100.00 2,790.000 41,850.00 26,225.221 393,378.32 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 4.000 4,000.00 14.000 14,000.00 S) 56 3.7 M WIRE MESH GATE EA 1,500.0000 3,000.00 1.000 1,500.00 3.000 4,500.00 S) 57 4.3 M WIRE MESH GATE EA 1,500.0000 9,000.00 2.000 3,000.00 4.000 6,000.00 S) PROGRAM CAS145 PAGE 7 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 3,000.00 S) 59 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 1,015.00 10.000 350.00 21.000 735.00 60 DELINEATOR (CLASS 1) EA 35.0000 17,150.00 74.000 2,590.00 345.000 12,075.00 61 UNDERDRAIN MARKER EA 50.0000 2,100.00 0.000 0.00 62 MARKER (CULVERT) EA 50.0000 10,000.00 84.000 4,200.00 114.000 5,700.00 63 HIGHWAY POST MARKER EA 50.0000 2,350.00 7.000 350.00 7.000 350.00 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 0.000 0.00 66 OBJECT MARKER (TYPE L-1) EA 55.0000 2,695.00 12.000 660.00 49.000 2,695.00 67 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 651,000.00 7.620 1,143.00 4,399.070 659,860.50 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 8.000 21,600.00 45.000 121,500.00 S) 72 END CAP EA 300.0000 3,900.00 8.000 2,400.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 37,800.00 57.000 39,900.00 S) 74 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 40,500.00 7.000 18,900.00 16.000 43,200.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 112,000.00 1.000 2,000.00 58.000 116,000.00 S) 76 CRASH CUSHION (TYPE CAT) EA 5,000.0000 145,000.00 29.000 145,000.00 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 131,200.00 793.000 126,880.00 793.000 126,880.00 79 CONCRETE BARRIER (TYPE 60C) M 235.0000 75,200.00 311.000 73,085.00 311.000 73,085.00 80 CONCRETE BARRIER (TYPE 60E) M 400.0000 64,000.00 55.000 22,000.00 55.000 22,000.00 81 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 16,400.00 213.500 8,540.00 421.420 16,856.80 S) 82 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 45,850.00 10,989.000 5,494.50 80,192.000 40,096.00 S) (SPRAYABLE) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 34,200.00 2,975.000 5,950.00 16,230.000 32,460.00 S) 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 24,200.00 4,537.500 18,150.00 S) PROGRAM CAS145 PAGE 8 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,500.00 149.500 299.00 2,206.000 4,412.00 S) (BROKEN 3.66 M - 0.92 M) 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 39,500.00 3,873.000 3,873.00 33,498.000 33,498.00 S) (BROKEN 10.98 M - 3.66 M) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,120.00 318.000 318.00 1,908.000 1,908.00 S) (BROKEN 5.18 M - 2.14 M) 88 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,760.00 1,839.000 5,517.00 1,839.000 5,517.00 S) 89 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 39,680.00 7,264.000 29,056.00 7,264.000 29,056.00 S) 90 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.949 142,350.00 S) 91 LIGHTING (TEMPORARY) LS 300,000.0000 300,000.00 0.052 15,600.00 0.989 296,700.00 S) 92 LIGHTING LS 650,000.0000 650,000.00 0.951 618,150.00 S) 93 SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.950 190,000.00 S) 94 EXTINGUISHABLE MESSAGE SIGN SYSTEMS LS 100,000.0000 100,000.00 0.097 9,700.00 0.950 95,000.00 S) 95 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.070 2,100.00 0.721 21,630.00 S) 96 TRAFFIC COUNT STATION LS 80,000.0000 80,000.00 0.294 23,520.00 0.863 69,040.00 S) PROGRAM CAS145 PAGE 9 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 05:37 PM ESTIMATE NO. 34 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 09/19/08 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,765,610.37 71,164,800.68 ADJUSTMENT OF COMPENSATION 153,321.33 2,906,230.70 EXTRA WORK 342,680.02 2,031,106.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,261,611.72 76,102,137.67 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 2,261,611.72 84,202,137.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,638.81 -327,875.45 TOTAL 2,250,972.91 83,874,262.22 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 12/31/08 390 256 0 0 97% 78% PROGRESS IS SATISFACTORY INGVOLDSEN, KYLE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/08