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 05/10/06 EST. NO.26 TIME 01:15 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 0148 1,102.27 E.W. @ F.A.(+) 121504 N 2 0 002 0059 422.37 E.W. @ F.A.(+) 030106 N 059 0 003 0171 228.39 E.W. @ F.A.(+) 032306 N 170 0 0172 70.13 032306 N 171 0 004 0029 928.98 E.W. @ F.A.(+) 020706 N THE-30 0032 5,239.07 020806 N THE-60 0033 1,410.32 021306 N 007 0 0034 3,194.73 081505 N EE0582 0036 871.60 032306 N 008 0 0037 17.94 032306 N 009 0 0038 6,659.77 032206 N 010A 0 0039 402.38 032206 N 011 0 0040 660.00 091405 N 012 0 0041 6,267.60 081505 N EE5822 0042 5,511.67 092905 N EE0579 0043 1,092.59 081205 N EE0584 0044 534.99 082205 N EE0754 0045 338.44 101305 N EE0577 0046 547.33 092605 N EE7521 0047 365.39 092205 N EE0753 0048 270.99 080905 N EE0583 0049 135.45 092605 N EE0581 0050 315.84 100605 N EE0578 009 0042 6,368.28 E.W. @ F.A.(+) 021506 N 040 0 0046 2,064.75 031306 N 043 0 0047 730.40 031306 N 044 0 0048 187.00 031306 N 045 0 0049 402.89 030906 N 046 0 025 0049 17,702.59 E.W. @ F.A.(+) 012006 N APX-10 0056 323.56 103105 N 29A 0 0070 4,540.50 101105 N 59A 0 0071 3,661.20 101005 N 58A 0 0072 3,849.00 101205 N 60A 0 0073 3,166.90 101305 N 61A 0 0074 4,060.51 101405 N 62A 0 0075 2,581.95 101805 N 063 0 034 0029 321.75 E.W. @ F.A.(+) 012306 N 027 0 0030 311.54 012406 N 028 0 036 0005 16,487.23 E.W. @ F.A.(+) 110905 N 168 0 0006 12,102.16 110805 N 169 0 037 0003 2,655.64 E.W. @ F.A.(+) 101105 N APX-30 0004 680.10 032306 N 001 0 0005 414.59 032306 N 002 0 040 0007 580.11 E.W. @ F.A.(+) 012006 N 007 0 0046 290.91 011906 N 037 0 0047 321.89 012006 N 038 0 120,393.69 TOTAL THIS ESTIMATE 1,975,279.46 TOTAL PREVIOUS ESTIMATE 2,095,673.15 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 05/10/06 EST. NO.26 TIME 01:15 PM R.E. NAME: WOOD, JAMES 02-327204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM59 OVERRUN ADJ -34,513.92 19 ITEM 59 OVERRUN ADJ 34,513.92 20 ITEM 59 OVERRUN ADJ -252,935.68 20 ITEM 59 OVERRUN ADJ 252,935.68 23 0.00 0.00 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 PER LTR 11/05 -5,000.00 21 RECEIVED PAYROLLS 3,000.00 21 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 05/10/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:15 PM ESTIMATE NO. 26 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 04/14/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 05/10/06 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 10,000.00 02 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 1.000 100,000.00 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 1.000 12,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 32,000.0000 32,000.00 1.000 32,000.00 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 1.000 38,000.00 08 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 1.000 210,000.00 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 7,713.000 30,852.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 4,200.00 205.000 4,100.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 26.0000 41,080.00 1,390.340 36,148.84 15 TEMPORARY CRASH CUSHION MODULE EA 400.0000 22,400.00 84.000 33,600.00 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 12.000 6,000.00 18 REMOVE METAL BEAM GUARD RAILING M 38.0000 21,280.00 534.440 20,308.72 S) 19 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 13.0000 6,760.00 871.430 11,328.59 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 27.300 1,010.10 S) 22 REMOVE PAVEMENT MARKER EA 8.0000 600.00 75.000 600.00 PROGRAM CAS145 PAGE 2 DATE 05/10/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:15 PM ESTIMATE NO. 26 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 04/14/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.000 15,500.00 24 REMOVE ROADSIDE SIGN EA 110.0000 10,890.00 103.000 11,330.00 25 REMOVE SIGN FROM ELECTROLIER EA 110.0000 550.00 5.000 550.00 26 REMOVE ROADSIDE SIGN PANEL EA 110.0000 330.00 3.000 330.00 27 REMOVE ASPHALT CONCRETE DIKE M 3.0000 7,350.00 3,063.790 9,191.37 28 REMOVE CULVERT M 28.0000 4,200.00 155.200 4,345.60 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 3.000 1,350.00 32 REMOVE ASPHALT CONCRETE SURFACING M2 7.0000 38,353.00 439.000 3,073.00 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 36.000 7,920.00 35 RESET DEBRIS RACK EA 550.0000 550.00 1.000 550.00 36 RESET ROADSIDE SIGN EA 250.0000 1,250.00 4.000 1,000.00 37 ADJUST WATER VALVE COVER TO GRADE EA 550.0000 18,150.00 34.000 18,700.00 38 ADJUST WATER METER BOX TO GRADE EA 550.0000 1,650.00 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 23.000 12,650.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 83,000.00 21,498.110 107,490.55 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 1.000 30,000.00 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 1.000 20,000.00 49 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 1.000 6,000.00 PROGRAM CAS145 PAGE 3 DATE 05/10/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:15 PM ESTIMATE NO. 26 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 04/14/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,236.515 423,203.33 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 85.110 29,788.50 59 IMPORTED BORROW M3 36.0000 223,560.00 23,530.960 847,114.56 60 IMPORTED MATERIAL (SHOULDER BACKING) TONN 25.0000 46,750.00 2,374.220 59,355.50 61 IMPORTED TOPSOIL M3 31.0000 215,140.00 4,252.430 131,825.33 62 ROCK BLANKET M2 175.0000 115,500.00 750.042 131,257.35 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 14.650 3,442.75 S) 65 FIBER (EROSION CONTROL) KG 1.0000 2,300.00 2,300.000 2,300.00 S) 66 FIBER ROLLS M 13.0000 49,920.00 915.000 11,895.00 S) 67 COMPOST (EROSION CONTROL) KG 0.6500 5,980.00 9,200.000 5,980.00 S) 68 PURE LIVE SEED (EROSION CONTROL) KG 85.0000 25,500.00 300.000 25,500.00 S) 69 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 1,080.00 718.750 1,078.13 S) 70 STABILIZING EMULSION (EROSION CONTROL) KG 2.2000 1,584.00 719.000 1,581.80 S) 71 200 MM CORRUGATED STEEL PIPE CONDUIT M 14.0000 6,300.00 417.510 5,845.14 (1.63 MM THICK) 72 FINISHING ROADWAY LS 10,000.0000 10,000.00 1.000 10,000.00 73 CLASS 2 AGGREGATE BASE M3 47.0000 203,040.00 4,041.880 189,968.36 74 SEAL RANDOM CRACKS LNKM 1,900.0000 43,700.00 16.580 31,502.00 75 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 338,000.00 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 05/10/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:15 PM ESTIMATE NO. 26 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 04/14/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 44,748.840 2,461,186.20 78 PLACE ASPHALT CONCRETE DIKE M 7.0000 26,040.00 3,721.810 26,052.67 79 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 27.0000 50,490.00 2,257.660 60,956.82 AREA) 80 SHOULDER RUMBLE STRIP M 3.0000 5,580.00 2,661.000 7,983.00 (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 62.116 102,491.40 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 11,750.000 38,775.00 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 73.000 12,775.00 00 ROADSIDE SIGN - TWO POST EA 200.0000 3,000.00 15.000 3,000.00 01 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 286.0000 10,582.00 41.000 11,726.00 METHOD) 02 INSTALL ROADSIDE SIGN PANEL ON EA 165.0000 330.00 2.000 330.00 EXISTING POST 03 PAINT SIGNAL POLES AND MAST ARMS LS 55,000.0000 55,000.00 1.000 55,000.00 S) PROGRAM CAS145 PAGE 5 DATE 05/10/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:15 PM ESTIMATE NO. 26 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 04/14/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 73.000 25,550.00 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 13,500.00 355.500 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 31.320 31,320.00 (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 11.000 1,100.00 20 675 MM STEEL FLARED END SECTION EA 100.0000 3,900.00 24.000 2,400.00 21 750 MM STEEL FLARED END SECTION EA 275.0000 275.00 3.000 825.00 22 900 MM PRECAST CONCRETE PIPE INLET M 1,800.0000 2,160.00 1.200 2,160.00 23 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 11,050.00 933.400 79,339.00 24 ROCK SLOPE PROTECTION M3 85.0000 23,800.00 553.240 47,025.40 (BACKING NO. 2, METHOD B) 25 ROCK SLOPE PROTECTION FABRIC M2 2.2000 3,828.00 3,135.580 6,898.28 26 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 665,000.00 1,509.719 754,859.50 CONSTRUCTION) 27 MISCELLANEOUS IRON AND STEEL KG 3.0000 26,202.00 7,989.000 23,967.00 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 26,500.00 592.400 29,620.00 S) VINYL-CLAD) 30 WROUGHT IRON FENCE M 275.0000 41,250.00 23.140 6,363.50 S) PROGRAM CAS145 PAGE 6 DATE 05/10/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:15 PM ESTIMATE NO. 26 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 04/14/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 71.000 2,343.00 32 HIGHWAY POST MARKER EA 33.0000 198.00 8.000 264.00 33 MARKER (CULVERT) EA 33.0000 2,178.00 70.000 2,310.00 34 OBJECT MARKER (TYPE K-1) EA 28.0000 336.00 17.000 476.00 35 OBJECT MARKER (TYPE L-1) EA 33.0000 165.00 3.000 99.00 36 METAL BEAM GUARD RAILING M 150.0000 34,500.00 598.390 89,758.50 S) 37 PEDESTRIAN BARRICADE EA 600.0000 4,800.00 8.000 4,800.00 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 4.000 8,800.00 S) 40 CONCRETE BARRIER (TYPE 60A) M 200.0000 34,000.00 170.000 34,000.00 F) 41 CONCRETE BARRIER (TYPE 736R) M 200.0000 19,400.00 97.000 19,400.00 F) 42 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 3.3600 129,696.00 37,225.000 125,076.00 S) (INVERTED) 43 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 39,500.00 843.850 42,192.50 S) 44 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 21,000.00 7,305.000 14,610.00 S) (SPRAYABLE) 45 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 17,280.00 2,994.000 17,964.00 S) 46 SIGNAL AND LIGHTING (LOCATION 1-MODIFY) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 47 SIGNAL AND LIGHTING (LOCATION 2-MODIFY) LS 44,000.0000 44,000.00 1.000 44,000.00 S) 48 SIGNAL AND LIGHTING (LOCATION 3-MODIFY) LS 22,000.0000 22,000.00 1.000 22,000.00 S) 49 SIGNAL AND LIGHTING (LOCATION 4-MODIFY) LS 38,000.0000 38,000.00 1.000 38,000.00 S) 50 SIGNAL AND LIGHTING (LOCATION 5-MODIFY) LS 24,000.0000 24,000.00 1.000 24,000.00 S) 51 SIGNAL AND LIGHTING (LOCATION 6-MODIFY) LS 22,000.0000 22,000.00 1.000 22,000.00 S) 52 SIGNAL AND LIGHTING (LOCATION 7-MODIFY) LS 225,000.0000 225,000.00 1.000 225,000.00 53 SIGNAL AND LIGHTING (LOCATION 8-MODIFY) LS 65,000.0000 65,000.00 1.000 65,000.00 S) 54 SIGNAL AND LIGHTING (LOCATION 9-MODIFY) LS 44,000.0000 44,000.00 1.000 44,000.00 S) 55 SIGNAL AND LIGHTING (LOCATION 10-MODIFY) LS 62,000.0000 62,000.00 1.000 62,000.00 S) 56 TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 1.000 44,000.00 S) 57 LIGHTING (CITY STREET DECORATIVE) LS 445,000.0000 445,000.00 0.011 4,895.00 1.000 445,000.00 S) PROGRAM CAS145 PAGE 7 DATE 05/10/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:15 PM ESTIMATE NO. 26 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 04/14/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,000.00 175.610 52,683.00 60 600 MM ALTERNATIVE PIPE CULVERT M 275.0000 200,750.00 677.380 186,279.50 PROGRAM CAS145 PAGE 8 DATE 05/10/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-327204 TIME 01:15 PM ESTIMATE NO. 26 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 04/14/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,895.00 9,362,538.22 ADJUSTMENT OF COMPENSATION 0.00 306,493.78 EXTRA WORK 120,393.69 1,789,179.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 125,288.69 11,458,211.37 61 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 10,832,833.00 TOTAL WORK COMPLETED 125,288.69 11,908,211.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 125,288.69 11,903,211.37 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/19/04 185 03/09/04 03/05/04 04/14/06 221 306 36 0 100% 100% WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 05/10/06