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 06/23/06 EST. NO.02 TIME 12:31 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 --------------------------------------------------------------------------- 027 0001 11,296.11 E.W. @ F.A.(+) 060206 N 1 0 11,296.11 TOTAL THIS ESTIMATE 1,381.61 TOTAL PREVIOUS ESTIMATE 12,677.72 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 06/23/06 EST. NO.02 TIME 12:31 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 -1,915.56 -1,915.56 LABOR COMPLIANCE VIOLATION PER LTR DATED 05/06 -3,000.00 01 PER LTR DATED 06/06 -4,000.00 02 -4,000.00 -7,000.00 TOTAL DEDUCTIONS -5,915.56 -8,915.56 PROGRAM CAS145 PAGE 1 DATE 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 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 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,500,000.00 21.000 105,000.00 36.000 180,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 47,600.00 85.500 855.00 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 0.040 4,000.00 0.071 7,100.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.010 300.00 0.710 21,300.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.040 8,000.00 0.070 14,000.00 S) 08 TYPE III BARRICADE EA 95.0000 19,000.00 0.000 0.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 21,600.00 0.000 0.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 2.0000 24,800.00 0.000 0.00 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 1,842.000 1,031.52 1,842.000 1,031.52 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,000.00 50.000 1,250.00 50.000 1,250.00 S) 14 TRAFFIC PLASTIC DRUM EA 90.0000 29,700.00 0.000 0.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 42,000.00 378.000 1,323.00 378.000 1,323.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.000 0.00 S) 17 TEMPORARY RAILING (TYPE K) M 30.0000 189,300.00 1,713.000 51,390.00 1,926.450 57,793.50 18 TEMPORARY CRASH CUSHION MODULE EA 450.0000 76,500.00 56.000 25,200.00 56.000 25,200.00 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 0.000 0.00 22 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,150.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 1,500.00 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 2,443.00 349.000 2,443.00 26 REMOVE WHITE TRAFFIC STRIPE M 2.5000 13,050.00 490.000 1,225.00 490.000 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 0.000 0.00 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 7.600 760.00 130.100 13,010.00 32 REMOVE INLET EA 1,000.0000 5,000.00 0.000 0.00 33 REMOVE HEADWALL EA 1,200.0000 25,200.00 0.000 0.00 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 0.000 0.00 36 RECONSTRUCT INLET EA 3,000.0000 3,000.00 0.000 0.00 37 RELOCATE ROADSIDE SIGN EA 300.0000 21,300.00 0.000 0.00 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 0.000 0.00 S) 40 REMOVE CONCRETE M3 220.0000 20,240.00 2.286 502.92 2.286 502.92 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 0.400 480,000.00 0.500 600,000.00 46 ROADWAY EXCAVATION M3 12.0000 11,844,000.00 147,951.000 1,775,412.00 189,951.000 2,279,412.00 47 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.800 12,000.00 0.800 12,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 165,760.00 0.000 0.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 111,500.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 65 ASPHALT CONCRETE (TYPE A) TONN 76.4000 17,495,600.00 0.000 0.00 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 0.000 0.00 S) PILING 75 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 1,193,500.00 50.000 25,000.00 50.000 25,000.00 S) PILING 76 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 141,750.00 0.000 0.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) PILING 78 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 656,000.00 71.250 142,500.00 71.250 142,500.00 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 0.000 0.00 S) PILING 81 STEEL SHEET PILING M2 325.0000 848,250.00 0.000 0.00 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 0.000 0.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 640.0000 5,509,760.00 0.000 0.00 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 3.500 2,187.50 3.500 2,187.50 87 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 410,000.00 27.200 27,200.00 35.000 35,000.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 441,000.00 8.640 18,144.00 15.050 31,605.00 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 0.000 0.00 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 20,115.00 137.000 369.90 137.000 369.90 S) 00 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 2,981,370.00 11,682.000 20,443.50 11,682.000 20,443.50 SF) 01 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 114,746.00 3,806.000 7,612.00 4,898.000 9,796.00 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 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 65.900 19,770.00 65.900 19,770.00 18 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 305,500.00 33.630 10,929.75 115.900 37,667.50 19 900 MM ALTERNATIVE PIPE CULVERT M 385.0000 188,650.00 92.100 35,458.50 137.200 52,822.00 20 1050 MM ALTERNATIVE PIPE CULVERT M 415.0000 14,110.00 0.000 0.00 21 1200 MM ALTERNATIVE PIPE CULVERT M 505.0000 60,600.00 0.250 126.25 28.700 14,493.50 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 45.400 15,663.00 24 750 MM REINFORCED CONCRETE PIPE M 415.0000 11,205.00 0.000 0.00 25 900 MM REINFORCED CONCRETE PIPE M 400.0000 148,000.00 52.340 20,936.00 52.340 20,936.00 26 1050 MM REINFORCED CONCRETE PIPE M 600.0000 53,400.00 32.200 19,320.00 32.200 19,320.00 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 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 34 900 MM CONCRETE FLARED END SECTION EA 1,900.0000 17,100.00 2.000 3,800.00 2.000 3,800.00 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 0.000 0.00 38 600 MM ALTERNATIVE FLARED END SECTION EA 615.0000 34,440.00 0.000 0.00 39 900 MM ALTERNATIVE FLARED END SECTION EA 885.0000 23,010.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 44 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 115.0000 27,600.00 0.000 0.00 45 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 110.0000 474,100.00 0.000 0.00 46 SAND BAG EA 9.0000 11,700.00 0.000 0.00 47 ROCK SLOPE PROTECTION FABRIC M2 6.0000 68,400.00 0.000 0.00 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 26,268.00 340.000 1,020.00 680.000 2,040.00 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 4,942.394 74,135.91 5,747.704 86,215.56 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 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 92 LIGHTING LS 650,000.0000 650,000.00 0.000 0.00 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 06/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 12:31 PM ESTIMATE NO. 02 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 06/16/06 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 06/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,915,808.75 3,797,755.40 ADJUSTMENT OF COMPENSATION 0.00 1,381.61 EXTRA WORK 11,296.11 11,296.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,927,104.86 3,810,433.12 97 MOBILIZATION LS 8100,000.0000 8,100,000.00 0.500 4,050,000.00 0.500 4,050,000.00 ORIGINAL CONTRACT AMOUNT 81,784,984.20 TOTAL WORK COMPLETED 6,977,104.86 7,860,433.12 MATERIALS ON HAND ON SITE 159,305.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,915.56 -8,915.56 TOTAL 6,971,189.30 8,010,822.56 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 34 48 0 0 10% 7% PROGRESS IS SATISFACTORY INGVOLDSEN, KYLE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/23/06