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 07/22/05 EST. NO.17 TIME 01:35 PM 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 0071 209.39 E.W. @ F.A.(+) 051305 N 070 0 0072 3,257.90 011805 N TSI-10 0073 134.03 011905 N TSI-20 0074 896.60 051205 N TSI-30 0075 720.15 052305 N TSI-40 0076 209.25 052505 N TSI-50 0077 241.11 052405 N TSI-60 0078 288.89 021705 N TSI-70 0079 3,375.81 051205 N 071 0 0081 117.19 053105 N TSI-80 0084 209.87 051205 N 073 0 0085 137.88 061605 N TSI-11 0086 345.12 061305 N TSI-12 0087 231.74 073004 N TSI-14 0088 456.25 072904 N TSI-15 0089 447.75 072804 N TSI-16 0090 230.19 072704 N TSI-17 0091 26.41 072204 N TSI-18 0092 30.73 071904 N TSI-19 0093 165.20 062105 N TSI-20 0094 368.18 062005 N TSI-21 0095 232.63 062705 N 074 0 0096 392.11 070105 N TSI-27 0097 160.50 041805 N TSI-28 0098 267.49 042505 N TSI-29 002 0035 187.00 E.W. @ F.A.(+) 081004 N 035 0 0036 224.40 052504 N 036 0 0040 500.13 062305 N 040 0 0041 979.92 062705 N 041 0 0043 663.57 070605 N 043 0 003 0080 243.27 E.W. @ F.A.(+) 101504 N 080 0 024 0002 1,003.34 E.W. @ F.A.(+) 041205 N 002 0 0003 1,466.49 041305 N 003 0 0004 1,291.12 041405 N 004 0 0005 124.59 041305 N 006 0 0006 319.44 041805 N 007 0 0007 1,830.60 041505 N 005 0 0008 1,348.37 041905 N 008 0 23,334.61 TOTAL THIS ESTIMATE 454,574.60 TOTAL PREVIOUS ESTIMATE 477,909.21 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 07/22/05 EST. NO.17 TIME 01:35 PM 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 PER LTR DATED 06/05 -3,000.00 16 REC'D 12/04 PAYROLLS 2,000.00 16 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:35 PM ESTIMATE NO. 17 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 07/20/05 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/05 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 0.500 5,000.00 02 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 0.114 11,400.00 0.687 68,700.00 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 0.150 4,800.00 0.750 24,000.00 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 0.070 2,660.00 0.711 27,018.00 08 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 0.122 25,620.00 0.690 144,900.00 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 4,200.00 156.000 3,120.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.122 6,100.00 0.690 34,500.00 S) 14 TEMPORARY RAILING (TYPE K) M 26.0000 41,080.00 939.300 24,421.80 15 TEMPORARY CRASH CUSHION MODULE EA 400.0000 22,400.00 42.000 16,800.00 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 2.000 1,000.00 10.000 5,000.00 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 6,760.00 633.000 8,229.00 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 07/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:35 PM ESTIMATE NO. 17 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 07/20/05 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,125.740 6,377.22 2,125.740 6,377.22 28 REMOVE CULVERT M 28.0000 4,200.00 79.200 2,217.60 141.200 3,953.60 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 1.000 550.00 1.000 550.00 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 1.000 550.00 13.000 7,150.00 38 ADJUST WATER METER BOX TO GRADE EA 550.0000 1,650.00 4.000 2,200.00 4.000 2,200.00 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 4,799.600 23,998.00 12,157.900 60,789.50 42 REMOVE CONCRETE M3 37.0000 18,870.00 571.181 21,133.70 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 0.350 7,000.00 0.800 16,000.00 49 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 1.000 6,000.00 PROGRAM CAS145 PAGE 3 DATE 07/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:35 PM ESTIMATE NO. 17 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 07/20/05 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,873.000 85,206.00 11,614.227 255,512.99 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 74,250.00 639.300 35,161.50 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 89,600.00 543.400 38,038.00 F) 57 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 5,025.00 17.300 1,297.50 WALL) 58 SAND BACKFILL M3 350.0000 30,100.00 14.740 5,159.00 85.110 29,788.50 59 IMPORTED BORROW M3 36.0000 223,560.00 2,074.000 74,664.00 2,194.000 78,984.00 60 IMPORTED MATERIAL (SHOULDER BACKING) TONN 25.0000 46,750.00 0.000 0.00 61 IMPORTED TOPSOIL M3 31.0000 215,140.00 1,096.610 33,994.91 2,217.580 68,744.98 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 19.200 268.80 405.310 5,674.34 (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 1,943.920 91,364.24 2,670.790 125,527.13 74 SEAL RANDOM CRACKS LNKM 1,900.0000 43,700.00 16.580 31,502.00 16.580 31,502.00 75 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 338,000.00 432.320 86,464.00 1,779.510 355,902.00 76 ASPHALT CONCRETE (OPEN GRADED) TONN 63.0000 98,910.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:35 PM ESTIMATE NO. 17 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 07/20/05 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,494.670 302,206.85 10,120.500 556,627.50 78 PLACE ASPHALT CONCRETE DIKE M 7.0000 26,040.00 0.000 0.00 79 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 27.0000 50,490.00 546.500 14,755.50 546.500 14,755.50 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 192,600.00 163.400 87,419.00 F) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 127,050.00 11.770 19,420.50 45.320 74,778.00 F) 88 MINOR CONCRETE (BACKFILL) M3 165.0000 2,970.00 24.730 4,080.45 89 ARCHITECTURAL TREATMENT M2 125.0000 61,250.00 230.400 28,800.00 90 APPLY ANTI-GRAFFITI COATING M2 16.0000 7,840.00 172.105 2,753.68 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 6,290.700 12,581.40 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 07/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:35 PM ESTIMATE NO. 17 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 07/20/05 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 51.800 18,130.00 51.800 18,130.00 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 65.390 22,886.50 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 33.900 2,542.50 355.500 26,662.50 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 5.920 5,920.00 27.650 27,650.00 (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 1.000 80.00 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 6.000 600.00 8.000 800.00 20 675 MM STEEL FLARED END SECTION EA 100.0000 3,900.00 11.000 1,100.00 22.000 2,200.00 21 750 MM STEEL FLARED END SECTION EA 275.0000 275.00 1.000 275.00 3.000 825.00 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 11,050.00 334.980 28,473.30 426.810 36,278.85 24 ROCK SLOPE PROTECTION M3 85.0000 23,800.00 188.570 16,028.45 553.240 47,025.40 (BACKING NO. 2, METHOD B) 25 ROCK SLOPE PROTECTION FABRIC M2 2.2000 3,828.00 1,211.060 2,664.33 2,213.240 4,869.13 26 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 665,000.00 350.410 175,205.00 709.360 354,680.00 CONSTRUCTION) 27 MISCELLANEOUS IRON AND STEEL KG 3.0000 26,202.00 1,139.000 3,417.00 7,793.000 23,379.00 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 S) PROGRAM CAS145 PAGE 6 DATE 07/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:35 PM ESTIMATE NO. 17 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 07/20/05 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,000.00 170.000 34,000.00 170.000 34,000.00 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 0.022 4,950.00 0.379 85,275.00 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 0.108 48,060.00 0.475 211,375.00 S) PROGRAM CAS145 PAGE 7 DATE 07/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:35 PM ESTIMATE NO. 17 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 07/20/05 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 64.150 19,245.00 124.800 37,440.00 60 600 MM ALTERNATIVE PIPE CULVERT M 275.0000 200,750.00 162.210 44,607.75 624.320 171,688.00 PROGRAM CAS145 PAGE 8 DATE 07/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:35 PM ESTIMATE NO. 17 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 07/20/05 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,247,196.95 4,252,525.72 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 23,334.61 477,909.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,270,531.56 4,730,434.93 61 MOBILIZATION LS 450,000.0000 450,000.00 0.950 427,500.00 ORIGINAL CONTRACT AMOUNT 10,832,833.00 TOTAL WORK COMPLETED 1,270,531.56 5,157,934.93 MATERIALS ON HAND ON SITE 119,284.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 1,270,531.56 5,274,218.93 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 11/18/05 127 219 19 0 44% 62% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/05