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 12/22/04 EST. NO.10 TIME 10:46 AM R.E. NAME: WOOD, JAMES 02-327204 --------------------------------------------------------------------------- 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 0030 494.00 E.W. @ F.A.(+) 100804 N 030 0 0034 515.79 100604 N 034 0 0035 234.93 111504 N 035 0 0036 2,152.50 072304 N 036 0 0038 213.83 072204 N 038 0 0039 201.06 072704 N 039 0 0040 402.12 072804 N 040 0 0041 368.63 072904 N 041 0 0042 201.06 073004 N 042 0 002 0031 546.47 E.W. @ F.A.(+) 061604 N 031 0 0032 406.75 120104 N 032 0 0033 406.75 120204 N 033 0 003 0074 523.60 E.W. @ F.A.(+) 100704 N 074 0 0075 299.20 101104 N 075 0 004 0022 103.07 E.W. @ F.A.(+) 070804 N EE2511 007 0003 331.63 E.W. @ F.A.(+) 080504 N 003 0 7,401.39 TOTAL THIS ESTIMATE 384,749.72 TOTAL PREVIOUS ESTIMATE 392,151.11 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 12/22/04 EST. NO.10 TIME 10:46 AM R.E. NAME: WOOD, JAMES 02-327204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS 4/4 -2,000.00 02 PER LTR DATED 06/04 -10,000.00 04 PER LTR DATED 7/04 -10,000.00 05 REC'D 4/4 PAYROLLS 2,000.00 05 PER LTR DATED 12/04 -2,000.00 10 REC'D 6/4 PAYROLLS 10,000.00 10 REC'D 7/4 PAYROLLS 10,000.00 10 18,000.00 -2,000.00 TOTAL DEDUCTIONS 18,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 10:46 AM ESTIMATE NO. 10 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/22/04 LOCATION PROGRESS ESTIMATE 02-SHA-273-R16.7/20.0 ----------------- 02-SHA-5-R18.5/R19.1 J F SHEA CO INC IN SHASTA COUNTY IN REDDING AT P O BOX 494519 VARIOUS LOCATIONS REDDING CA 960494519 FED. AID NO. IM- ( ) ,P-X089(81)E REHABILITATE ROADWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 0.530 53,000.00 03 TEMPORARY FENCE M 30.0000 7,800.00 26.000 780.00 04 PREPARE STORM WATER POLLUTION LS 12,000.0000 12,000.00 0.750 9,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 32,000.0000 32,000.00 0.070 2,240.00 0.600 19,200.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 1,000.00 2.000 1,000.00 07 CONSTRUCTION AREA SIGNS LS 38,000.0000 38,000.00 0.618 23,484.00 08 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 0.530 111,300.00 S) 09 TYPE II BARRICADE EA 27.0000 162.00 0.000 0.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 42.0000 2,814.00 23.400 982.80 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 31,680.00 3,075.000 12,300.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 4,200.00 142.000 2,840.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.530 26,500.00 S) 14 TEMPORARY RAILING (TYPE K) M 26.0000 41,080.00 768.600 19,983.60 15 TEMPORARY CRASH CUSHION MODULE EA 400.0000 22,400.00 28.000 11,200.00 S) 16 RELOCATE FIRE HYDRANT EA 1,600.0000 3,200.00 2.000 3,200.00 17 ABANDON CULVERT EA 500.0000 4,500.00 8.000 4,000.00 18 REMOVE METAL BEAM GUARD RAILING M 38.0000 21,280.00 0.000 0.00 S) 19 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 13.0000 6,760.00 0.000 0.00 S) 20 REMOVE PAINTED TRAFFIC STRIPE M 7.0000 2,030.00 0.000 0.00 S) 21 REMOVE PAVEMENT MARKING M2 37.0000 15,170.00 0.000 0.00 S) 22 REMOVE PAVEMENT MARKER EA 8.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 10:46 AM ESTIMATE NO. 10 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 500.0000 15,500.00 0.000 0.00 24 REMOVE ROADSIDE SIGN EA 110.0000 10,890.00 0.000 0.00 25 REMOVE SIGN FROM ELECTROLIER EA 110.0000 550.00 0.000 0.00 26 REMOVE ROADSIDE SIGN PANEL EA 110.0000 330.00 0.000 0.00 27 REMOVE ASPHALT CONCRETE DIKE M 3.0000 7,350.00 0.000 0.00 28 REMOVE CULVERT M 28.0000 4,200.00 62.000 1,736.00 29 REMOVE INLET EA 450.0000 2,700.00 5.000 2,250.00 30 REMOVE HEADWALL EA 800.0000 800.00 0.000 0.00 31 REMOVE DOWNDRAIN EA 450.0000 2,250.00 0.000 0.00 32 REMOVE ASPHALT CONCRETE SURFACING M2 7.0000 38,353.00 329.250 2,304.75 33 REMOVE CONCRETE DECK SURFACE M2 14.0000 67,242.00 218.000 3,052.00 34 RECONSTRUCT METAL BEAM GUARD RAILING M 220.0000 11,000.00 0.000 0.00 35 RESET DEBRIS RACK EA 550.0000 550.00 0.000 0.00 36 RESET ROADSIDE SIGN EA 250.0000 1,250.00 0.000 0.00 37 ADJUST WATER VALVE COVER TO GRADE EA 550.0000 18,150.00 12.000 6,600.00 38 ADJUST WATER METER BOX TO GRADE EA 550.0000 1,650.00 0.000 0.00 39 ADJUST FIRE HYDRANT EA 800.0000 800.00 1.000 800.00 40 ADJUST MANHOLE TO GRADE EA 550.0000 9,900.00 4.000 2,200.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 83,000.00 7,358.300 36,791.50 42 REMOVE CONCRETE M3 37.0000 18,870.00 444.980 16,464.26 S) 43 REMOVE CONCRETE BARRIER M 61.0000 7,930.00 120.950 7,377.95 44 PREPARE CONCRETE BRIDGE DECK SURFACE M2 17.0000 17,731.00 550.000 9,350.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.800 24,000.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 42,000.0000 42,000.00 0.000 0.00 47 RECONSTRUCT METAL RAILING (BRIDGE) M 275.0000 4,400.00 4.800 1,320.00 48 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.450 9,000.00 49 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 1.000 6,000.00 PROGRAM CAS145 PAGE 3 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 10:46 AM ESTIMATE NO. 10 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 22.0000 420,200.00 6,306.507 138,743.15 51 LEAD COMPLIANCE PLAN LS 1,650.0000 1,650.00 1.000 1,650.00 52 STRUCTURE EXCAVATION (BRIDGE) M3 1,300.0000 18,200.00 14.000 18,200.00 F) 53 STRUCTURE EXCAVATION (TYPE D) M3 1,100.0000 23,100.00 21.000 23,100.00 F) 54 STRUCTURE EXCAVATION (RETAINING WALL) M3 55.0000 74,250.00 39.300 2,161.50 F) 55 STRUCTURE BACKFILL (BRIDGE) M3 770.0000 10,780.00 14.000 10,780.00 F) 56 STRUCTURE BACKFILL (RETAINING WALL) M3 70.0000 89,600.00 53.400 3,738.00 F) 57 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 5,025.00 3.300 247.50 WALL) 58 SAND BACKFILL M3 350.0000 30,100.00 70.370 24,629.50 59 IMPORTED BORROW M3 36.0000 223,560.00 120.000 4,320.00 60 IMPORTED MATERIAL (SHOULDER BACKING) TONN 25.0000 46,750.00 0.000 0.00 61 IMPORTED TOPSOIL M3 31.0000 215,140.00 496.600 15,394.60 62 ROCK BLANKET M2 175.0000 115,500.00 0.000 0.00 63 MULCH (EROSION CONTROL) M3 100.0000 2,900.00 0.000 0.00 S) 64 STRAW (EROSION CONTROL) TONN 235.0000 5,405.00 0.000 0.00 S) 65 FIBER (EROSION CONTROL) KG 1.0000 2,300.00 0.000 0.00 S) 66 FIBER ROLLS M 13.0000 49,920.00 0.000 0.00 S) 67 COMPOST (EROSION CONTROL) KG 0.6500 5,980.00 0.000 0.00 S) 68 PURE LIVE SEED (EROSION CONTROL) KG 85.0000 25,500.00 0.000 0.00 S) 69 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 1,080.00 0.000 0.00 S) 70 STABILIZING EMULSION (EROSION CONTROL) KG 2.2000 1,584.00 0.000 0.00 S) 71 200 MM CORRUGATED STEEL PIPE CONDUIT M 14.0000 6,300.00 386.110 5,405.54 (1.63 MM THICK) 72 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0.00 73 CLASS 2 AGGREGATE BASE M3 47.0000 203,040.00 726.870 34,162.89 74 SEAL RANDOM CRACKS LNKM 1,900.0000 43,700.00 0.000 0.00 75 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 338,000.00 1,347.190 269,438.00 76 ASPHALT CONCRETE (OPEN GRADED) TONN 63.0000 98,910.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 10:46 AM ESTIMATE NO. 10 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT CONCRETE (TYPE A) TONN 55.0000 2,865,500.00 4,625.830 254,420.65 78 PLACE ASPHALT CONCRETE DIKE M 7.0000 26,040.00 0.000 0.00 79 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 27.0000 50,490.00 0.000 0.00 AREA) 80 SHOULDER RUMBLE STRIP M 3.0000 5,580.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 81 GRIND EXISTING CONCRETE M2 32.0000 10,880.00 631.350 20,203.20 PAVEMENT 82 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 2,400.0000 24,000.00 10.000 24,000.00 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 1,150.0000 179,975.00 156.500 179,975.00 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 32,000.00 40.000 32,000.00 F) (TYPE N) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 138,400.00 50.000 40,000.00 F) (TYPE R) 86 CLASS 1 CONCRETE (RETAINING WALL) M3 535.0000 192,600.00 24.400 13,054.00 F) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 127,050.00 27.500 45,375.00 F) 88 MINOR CONCRETE (BACKFILL) M3 165.0000 2,970.00 24.730 4,080.45 89 ARCHITECTURAL TREATMENT M2 125.0000 61,250.00 41.400 5,175.00 90 APPLY ANTI-GRAFFITI COATING M2 16.0000 7,840.00 0.000 0.00 91 CLEAN JOINT M 165.0000 28,710.00 0.000 0.00 92 FURNISH POLYESTER CONCRETE OVERLAY M3 1,500.0000 268,500.00 13.930 20,895.00 93 PLACE POLYESTER CONCRETE OVERLAY M2 40.0000 233,840.00 395.000 15,800.00 F) 94 JOINT SEAL M 275.0000 47,850.00 0.000 0.00 95 JOINT SEAL (MR 15 MM) M 200.0000 16,600.00 0.000 0.00 S) 96 BAR REINFORCING STEEL (BRIDGE) KG 3.3000 38,874.00 8,307.000 27,413.10 SF) 97 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 34,000.00 620.700 1,241.40 F) 98 BAR REINFORCING STEEL (EPOXY COATED) KG 2.2000 44,165.00 20,075.000 44,165.00 SF)(BRIDGE) 99 ROADSIDE SIGN - ONE POST EA 175.0000 11,725.00 0.000 0.00 00 ROADSIDE SIGN - TWO POST EA 200.0000 3,000.00 0.000 0.00 01 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 286.0000 10,582.00 0.000 0.00 METHOD) 02 INSTALL ROADSIDE SIGN PANEL ON EA 165.0000 330.00 0.000 0.00 EXISTING POST 03 PAINT SIGNAL POLES AND MAST ARMS LS 55,000.0000 55,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 10:46 AM ESTIMATE NO. 10 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PREPARE AND PAINT CONCRETE M2 11.0000 4,180.00 0.000 0.00 (MEDIAN CURB) (BRIDGE) 05 900 MM REINFORCED CONCRETE PIPE M 350.0000 22,750.00 0.000 0.00 06 JACKED 900 MM REINFORCED CONCRETE PIPE M 825.0000 43,725.00 51.810 42,743.25 (CLASS II) 07 365 MM X 575 MM OVAL SHAPED REINFORCED M 350.0000 23,100.00 64.040 22,414.00 CONCRETE PIPE (CLASS II) 08 300 MM CORRUGATED STEEL PIPE M 350.0000 3,500.00 0.000 0.00 (2.01 MM THICK) 09 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 80 MM SLOTTED PLASTIC PIPE UNDERDRAIN M 75.0000 13,500.00 321.600 24,120.00 12 300 MM PERFORATED STEEL PIPE UNDERDRAIN M 115.0000 13,800.00 97.600 11,224.00 13 PERMEABLE MATERIAL M3 45.0000 17,100.00 0.000 0.00 14 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 31,000.00 18.830 18,830.00 (2.01 MM THICK) 15 GRATED LINE DRAIN M 275.0000 1,375.00 0.000 0.00 16 JACKED 600 MM WELDED STEEL PIPE M 650.0000 149,500.00 0.000 0.00 (6.35 MM THICK) 17 200 MM STEEL FLARED END SECTION EA 80.0000 80.00 0.000 0.00 18 300 MM STEEL FLARED END SECTION EA 80.0000 320.00 0.000 0.00 19 450 MM STEEL FLARED END SECTION EA 100.0000 1,100.00 0.000 0.00 20 675 MM STEEL FLARED END SECTION EA 100.0000 3,900.00 1.000 100.00 6.000 600.00 21 750 MM STEEL FLARED END SECTION EA 275.0000 275.00 2.000 550.00 22 900 MM PRECAST CONCRETE PIPE INLET M 1,800.0000 2,160.00 0.000 0.00 23 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 11,050.00 11.290 959.65 74.010 6,290.85 24 ROCK SLOPE PROTECTION M3 85.0000 23,800.00 277.310 23,571.35 (BACKING NO. 2, METHOD B) 25 ROCK SLOPE PROTECTION FABRIC M2 2.2000 3,828.00 36.600 80.52 1,002.180 2,204.80 26 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 665,000.00 358.950 179,475.00 CONSTRUCTION) 27 MISCELLANEOUS IRON AND STEEL KG 3.0000 26,202.00 5,770.000 17,310.00 F) 28 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 1,560.00 0.000 0.00 SF) 29 CHAIN LINK FENCE (TYPE CL-1.2, M 50.0000 26,500.00 0.000 0.00 S) VINYL-CLAD) 30 WROUGHT IRON FENCE M 275.0000 41,250.00 23.140 6,363.50 23.140 6,363.50 S) PROGRAM CAS145 PAGE 6 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 10:46 AM ESTIMATE NO. 10 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DELINEATOR (CLASS 1) EA 33.0000 2,178.00 0.000 0.00 32 HIGHWAY POST MARKER EA 33.0000 198.00 0.000 0.00 33 MARKER (CULVERT) EA 33.0000 2,178.00 0.000 0.00 34 OBJECT MARKER (TYPE K-1) EA 28.0000 336.00 0.000 0.00 35 OBJECT MARKER (TYPE L-1) EA 33.0000 165.00 0.000 0.00 36 METAL BEAM GUARD RAILING M 150.0000 34,500.00 0.000 0.00 S) 37 PEDESTRIAN BARRICADE EA 600.0000 4,800.00 0.000 0.00 S) 38 CONCRETE BARRIER (TYPE 25) M 200.0000 6,000.00 16.840 3,368.00 39 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 11,000.00 0.000 0.00 S) 40 CONCRETE BARRIER (TYPE 60A) M 200.0000 34,000.00 0.000 0.00 F) 41 CONCRETE BARRIER (TYPE 736R) M 200.0000 19,400.00 0.000 0.00 F) 42 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 3.3600 129,696.00 0.000 0.00 S) (INVERTED) 43 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 39,500.00 236.390 11,819.50 S) 44 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 21,000.00 0.000 0.00 S) (SPRAYABLE) 45 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 17,280.00 204.000 1,224.00 S) 46 SIGNAL AND LIGHTING (LOCATION 1-MODIFY) LS 20,000.0000 20,000.00 0.975 19,500.00 S) 47 SIGNAL AND LIGHTING (LOCATION 2-MODIFY) LS 44,000.0000 44,000.00 0.901 39,644.00 S) 48 SIGNAL AND LIGHTING (LOCATION 3-MODIFY) LS 22,000.0000 22,000.00 0.791 17,402.00 S) 49 SIGNAL AND LIGHTING (LOCATION 4-MODIFY) LS 38,000.0000 38,000.00 0.956 36,328.00 S) 50 SIGNAL AND LIGHTING (LOCATION 5-MODIFY) LS 24,000.0000 24,000.00 0.766 18,384.00 S) 51 SIGNAL AND LIGHTING (LOCATION 6-MODIFY) LS 22,000.0000 22,000.00 0.076 1,672.00 S) 52 SIGNAL AND LIGHTING (LOCATION 7-MODIFY) LS 225,000.0000 225,000.00 0.357 80,325.00 53 SIGNAL AND LIGHTING (LOCATION 8-MODIFY) LS 65,000.0000 65,000.00 0.665 43,225.00 S) 54 SIGNAL AND LIGHTING (LOCATION 9-MODIFY) LS 44,000.0000 44,000.00 0.671 29,524.00 S) 55 SIGNAL AND LIGHTING (LOCATION 10-MODIFY) LS 62,000.0000 62,000.00 0.481 29,822.00 S) 56 TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.072 3,168.00 S) 57 LIGHTING (CITY STREET DECORATIVE) LS 445,000.0000 445,000.00 0.148 65,860.00 S) PROGRAM CAS145 PAGE 7 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 10:46 AM ESTIMATE NO. 10 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 48,000.00 58.700 17,610.00 60 600 MM ALTERNATIVE PIPE CULVERT M 275.0000 200,750.00 10.000 2,750.00 443.810 122,047.75 PROGRAM CAS145 PAGE 8 DATE 12/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 10:46 AM ESTIMATE NO. 10 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,493.67 2,606,905.34 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,401.39 392,151.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 19,895.06 2,999,056.45 61 MOBILIZATION LS 450,000.0000 450,000.00 0.950 427,500.00 ORIGINAL CONTRACT AMOUNT 10,832,833.00 TOTAL WORK COMPLETED 19,895.06 3,426,556.45 MATERIALS ON HAND ON SITE 76,563.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 18,000.00 -2,000.00 TOTAL 37,895.06 3,501,120.29 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 02/19/04 185 03/09/04 03/05/04 10/01/05 98 101 0 0 31% 53% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER REQUEST *** SUSPENDED ON 10/18/04. WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/04