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 10/25/06 EST. NO.06 TIME 02:32 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 0066 510.15 E.W. @ U.P (+) 091106 N G41 0 0067 476.58 091206 N G42 0 0068 510.15 091306 N G43 0 0069 510.15 091406 N G44 0 0070 409.44 091506 N G45 0 0071 510.15 091806 N G46 0 0072 510.15 091906 N G47 0 0073 510.15 092006 N G48 0 0074 510.15 092106 N G49 0 0075 383.85 092206 N G50 0 0077 193.58 E.W. @ F.A.(+) 091806 N G52 0 0078 193.58 091906 N G53 0 0079 193.58 092006 N G54 0 0080 193.58 092106 N G55 0 0081 168.61 092206 N G56 0 0082 168.61 092506 N G57 0 0083 193.58 092606 N G58 0 0084 193.58 092706 N G59 0 0085 193.58 092806 N G60 0 0086 168.61 092906 N G61 0 0087 193.58 100206 N G62 0 0088 383.85 E.W. @ U.P (+) 092506 N G63 0 0089 510.15 092606 N G64 0 0090 510.15 092706 N G65 0 0091 510.15 092806 N G66 0 0092 204.72 092906 N G67 0 0093 399.81 100206 N G68 0 0094 204.72 100406 N G70 0 0095 271.86 100306 N G69 0 0096 238.29 100606 N G71 0 0097 193.58 E.W. @ F.A.(+) 100306 N GM01 0 0098 168.61 100406 N GM02 0 0100 168.61 100606 N GM04 0 0101 78.06 100906 N GM05 0 0102 84.30 101706 N GM07 0 0103 84.30 101806 N GM08 0 0104 84.30 101606 N GM06 0 011 0002 23,497.56 E.W. @ U.P (+) 092906 N CT2 0 023 0002 2,536.02 E.W. @ U.P (+) 100306 N G002 0 0004 1,127.12 101806 N GS01 0 030 0001 142,903.60 A.C. @ L.S.(+) 092606 N G001 0 034 0002 6,522.61 E.W. @ F.A.(+) 080306 N G010 0 0003 10,921.00 080406 N G011 0 0004 11,644.19 080706 N G012 0 0006 8,786.91 080906 N G014 0 0008 2,200.31 081106 N G016 0 0009 578.29 081706 N G017 0 0010 1,185.84 082306 N G018 0 0011 9,450.46 082606 N G019 0 0014 1,753.76 080706 N G012A0 0015 1,967.43 080806 N G013A0 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 10/25/06 EST. NO.06 TIME 02:32 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 --------------------------------------------------------------------------- 0016 2,181.09 080906 N G014A0 0017 750.75 072106 N G001 0 0019 4,581.91 072506 N G003 0 0020 9,634.04 072606 N G004 0 0022 4,320.84 072806 N G006 0 0024 8,495.70 080106 N G008 0 037 0005 683.46 E.W. @ F.A.(+) 082706 N EE1015 0006 534.81 082206 N E10152 0007 683.46 082006 N E10153 0008 488.50 090506 N E10154 0010 536.26 082506 N E10151 042 0001 8,350.00 E.W. @ L.S.(+) 101806 N CT1 0 277,306.77 TOTAL THIS ESTIMATE 191,073.57 TOTAL PREVIOUS ESTIMATE 468,380.34 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 10/25/06 EST. NO.06 TIME 02:32 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 9,317.34 -555.56 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 04 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 -10,000.00 -41,000.00 TOTAL DEDUCTIONS -682.66 -51,555.56 PROGRAM CAS145 PAGE 1 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 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 0.250 1,875.00 0.250 1,875.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,500,000.00 21.000 105,000.00 120.000 600,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 47,600.00 3,041.000 30,410.00 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 0.241 24,100.00 0.424 42,400.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.010 300.00 0.750 22,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.040 8,000.00 0.240 48,000.00 S) 08 TYPE III BARRICADE EA 95.0000 19,000.00 12.000 1,140.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 21,600.00 40.000 1,600.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 2.0000 24,800.00 1,720.000 3,440.00 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 7,400.00 0.000 0.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5600 98,560.00 5,142.000 2,879.52 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,000.00 86.000 2,150.00 S) 14 TRAFFIC PLASTIC DRUM EA 90.0000 29,700.00 29.000 2,610.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 42,000.00 799.000 2,796.50 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.040 1,000.00 0.240 6,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 30.0000 189,300.00 2,999.450 89,983.50 18 TEMPORARY CRASH CUSHION MODULE EA 450.0000 76,500.00 101.000 45,450.00 19 TEMPORARY TRAFFIC SCREEN M 60.0000 2,940.00 0.000 0.00 20 ABANDON CULVERT M 200.0000 66,000.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 500.00 15.000 7,500.00 24 REMOVE CONCRETE IRRIGATION BOX EA 2,200.0000 2,200.00 0.000 0.00 25 REMOVE YELLOW TRAFFIC STRIPE M 7.0000 14,140.00 349.000 2,443.00 26 REMOVE WHITE TRAFFIC STRIPE M 2.5000 13,050.00 490.000 1,225.00 27 REMOVE PAVEMENT MARKING M2 95.0000 6,270.00 0.000 0.00 28 REMOVE ROADSIDE SIGN EA 150.0000 16,500.00 7.000 1,050.00 29 REMOVE ASPHALT CONCRETE DIKE M 10.0000 2,700.00 0.000 0.00 30 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 0.000 0.00 31 REMOVE CULVERT M 100.0000 87,000.00 296.140 29,614.00 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 3.000 3,600.00 34 REMOVE REINFORCED CONCRETE BOX CULVERT M3 400.0000 34,000.00 0.000 0.00 35 REMOVE BASE AND SURFACING M3 30.0000 669,000.00 1,726.290 51,788.70 36 RECONSTRUCT INLET EA 3,000.0000 3,000.00 0.000 0.00 37 RELOCATE ROADSIDE SIGN EA 300.0000 21,300.00 19.000 5,700.00 38 MODIFY INLET EA 3,000.0000 12,000.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 17.0000 159,120.00 542.000 9,214.00 S) 40 REMOVE CONCRETE M3 220.0000 20,240.00 0.789 173.58 3.075 676.50 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 0.020 24,000.00 0.840 1,008,000.00 46 ROADWAY EXCAVATION M3 12.0000 11,844,000.00 44,275.000 531,300.00 668,037.000 8,016,444.00 47 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.800 12,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 165,760.00 520.000 41,600.00 1,048.000 83,840.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 111,500.00 54.270 5,427.00 72.600 7,260.00 F) PROGRAM CAS145 PAGE 3 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 2.000 2,800.00 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 0.000 0.00 62 300 MM ALTERNATIVE CONDUIT M 175.0000 42,000.00 0.000 0.00 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 8,439.000 333,340.50 11,849.110 468,039.85 65 ASPHALT CONCRETE (TYPE A) TONN 76.4000 17,495,600.00 6,549.300 500,366.52 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 0.000 0.00 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 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 8,800.00 0.000 0.00 74 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 450.0000 311,850.00 615.500 276,975.00 615.500 276,975.00 S) PILING 75 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 1,193,500.00 137.100 68,550.00 760.500 380,250.00 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 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.500 36,750.00 S) PILING 78 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 656,000.00 151.700 303,400.00 222.950 445,900.00 S) PILING 79 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 3,700.0000 592,000.00 0.000 0.00 S) PILING 80 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,050.0000 512,400.00 92.250 281,362.50 S) PILING 81 STEEL SHEET PILING M2 325.0000 848,250.00 2,592.500 842,562.50 2,592.500 842,562.50 82 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 0.000 0.00 S) 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 164,500.00 15.000 7,500.00 76.000 38,000.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 640.0000 5,509,760.00 302.090 193,337.60 1,044.090 668,217.60 F) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 59,500.00 0.000 0.00 F) (TYPE EQ) 86 CLASS 2 CONCRETE (WINGWALLS) M3 625.0000 118,750.00 42.400 26,500.00 90.000 56,250.00 87 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 410,000.00 90.200 90,200.00 283.800 283,800.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 441,000.00 -0.250 -525.00 66.995 140,689.50 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 9.100 2,730.00 23.500 7,050.00 91 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 50.0000 4,000.00 0.000 0.00 92 PTFE BEARING EA 2,800.0000 33,600.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 99 BAR REINFORCING STEEL KG 2.7000 20,115.00 1,901.000 5,132.70 3,730.000 10,071.00 S) 00 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 2,981,370.00 168,284.200 294,497.35 361,357.200 632,375.10 SF) 01 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 114,746.00 17,314.000 34,628.00 50,155.000 100,310.00 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 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 07 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 90,429.20 0.000 0.00 SF) 08 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,300.0000 18,200.00 0.000 0.00 S) PILE (EMS) 09 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 113,400.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 10 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,100.0000 294,000.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 11 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 20,000.00 0.000 0.00 S) PILE (CMS) 12 FURNISH SIGN STRUCTURE (CMS) KG 8.0000 60,328.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 METHOD) 17 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 414,000.00 364.070 109,221.00 18 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 305,500.00 66.190 21,511.75 496.140 161,245.50 19 900 MM ALTERNATIVE PIPE CULVERT M 385.0000 188,650.00 53.240 20,497.40 404.250 155,636.25 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 71.700 36,208.50 22 450 MM REINFORCED CONCRETE PIPE M 375.0000 14,625.00 0.000 0.00 23 600 MM REINFORCED CONCRETE PIPE M 345.0000 69,000.00 45.400 15,663.00 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 29.110 11,644.00 357.290 142,916.00 26 1050 MM REINFORCED CONCRETE PIPE M 600.0000 53,400.00 4.900 2,940.00 76.800 46,080.00 27 1200 MM REINFORCED CONCRETE PIPE M 730.0000 9,490.00 0.000 0.00 28 250 MM REINFORCED CONCRETE PIPE M 200.0000 5,400.00 0.000 0.00 (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 0.000 0.00 PIPE UNDERDRAIN PROGRAM CAS145 PAGE 6 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 370,600.00 662.000 56,270.00 32 450 MM CONCRETE FLARED END SECTION EA 1,300.0000 5,200.00 0.000 0.00 33 600 MM CONCRETE FLARED END SECTION EA 1,350.0000 22,950.00 -1.000 -1,350.00 0.000 0.00 34 900 MM CONCRETE FLARED END SECTION EA 1,900.0000 17,100.00 -1.000 -1,900.00 1.000 1,900.00 35 1050 MM CONCRETE FLARED END SECTION EA 2,150.0000 8,600.00 0.000 0.00 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 4.000 2,340.00 21.000 12,285.00 38 600 MM ALTERNATIVE FLARED END SECTION EA 615.0000 34,440.00 3.000 1,845.00 43.600 26,814.00 39 900 MM ALTERNATIVE FLARED END SECTION EA 885.0000 23,010.00 16.000 14,160.00 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 2.000 2,900.00 4.000 5,800.00 42 450 MM SLIDE HEADGATE EA 4,000.0000 4,000.00 0.000 0.00 43 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 135.0000 303,750.00 270.800 36,558.00 1,036.750 139,961.25 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 474,100.00 103.650 11,401.50 103.650 11,401.50 46 SAND BAG EA 9.0000 11,700.00 0.000 0.00 47 ROCK SLOPE PROTECTION FABRIC M2 6.0000 68,400.00 892.250 5,353.50 2,879.690 17,278.14 48 MINOR CONCRETE (CURB) M3 900.0000 5,400.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 950.0000 71,250.00 0.000 0.00 CONSTRUCTION) 50 MINOR CONCRETE (TEXTURED PAVING) M3 840.0000 604,800.00 0.000 0.00 51 MISCELLANEOUS IRON AND STEEL KG 3.0000 26,268.00 -85.000 -255.00 2,125.000 6,375.00 SF) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 165,780.00 0.000 0.00 SF) 53 FENCE (TYPE WM, METAL POST) M 15.0000 452,100.00 940.022 14,100.33 11,327.006 169,905.09 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 0.000 0.00 S) 56 3.7 M WIRE MESH GATE EA 1,500.0000 3,000.00 0.000 0.00 S) 57 4.3 M WIRE MESH GATE EA 1,500.0000 9,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 68 CONCRETE BARRIER (TYPE 25) M 150.0000 70,350.00 0.000 0.00 F) 69 CONCRETE BARRIER (TYPE 25 MODIFIED) M 160.0000 338,880.00 0.000 0.00 F) 70 DOUBLE METAL BEAM GUARD RAILING M 90.0000 34,200.00 0.000 0.00 S) (WOOD POST) 71 TRANSITION RAILING (TYPE WB) EA 2,700.0000 121,500.00 0.000 0.00 S) 72 END CAP EA 300.0000 3,900.00 0.000 0.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 37,800.00 0.000 0.00 S) 74 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 40,500.00 0.000 0.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 112,000.00 0.000 0.00 S) 76 CRASH CUSHION (TYPE CAT) EA 5,000.0000 145,000.00 0.000 0.00 S) 77 CRASH CUSHION (TYPE CAT) BACKUP EA 325.0000 9,425.00 0.000 0.00 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 0.000 0.00 S) 82 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 45,850.00 0.000 0.00 S) (SPRAYABLE) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 34,200.00 0.000 0.00 S) 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 24,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.716 214,800.00 S) 92 LIGHTING LS 650,000.0000 650,000.00 0.005 3,250.00 S) 93 SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.000 0.00 S) 94 EXTINGUISHABLE MESSAGE SIGN SYSTEMS LS 100,000.0000 100,000.00 0.000 0.00 S) 95 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 S) 96 TRAFFIC COUNT STATION LS 80,000.0000 80,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 02:32 PM ESTIMATE NO. 06 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 10/20/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,387,840.71 18,272,532.17 ADJUSTMENT OF COMPENSATION 142,903.60 156,695.05 EXTRA WORK 134,403.17 311,685.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,665,147.48 18,740,912.51 97 MOBILIZATION LS 8100,000.0000 8,100,000.00 0.200 1,620,000.00 0.950 7,695,000.00 ORIGINAL CONTRACT AMOUNT 81,784,984.20 TOTAL WORK COMPLETED 5,285,147.48 26,435,912.51 MATERIALS ON HAND ON SITE 676,802.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -682.66 -51,555.56 TOTAL 5,284,464.82 27,061,159.48 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 06/01/09 120 49 0 0 32% 24% PROGRESS IS SATISFACTORY INGVOLDSEN, KYLE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/06