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 02/22/07 EST. NO.09 TIME 08:51 AM R.E. NAME: PASCAL, ANTHONY 02-3C1414 --------------------------------------------------------------------------- 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 0076 244.89 E.W. @ F.A.(+) 011807 N 0192 0 0077 588.50 012207 N 0195 0 0078 439.21 012307 N 0196 0 0079 3,373.31 012407 N 0198 0 0080 6,596.60 012407 N 0199 0 0081 988.93 012607 N 0200 0 0082 27.01 011007 N 0209 0 0083 624.54 021307 N 0213 0 0084 1,218.56 012507 N 0216 0 002 0050 408.15 E.W. @ F.A.(+) 011807 N 0193 0 0051 489.77 011907 N 0194 0 0052 439.21 012307 N 0197 0 0053 878.40 013107 N 0203 0 0054 384.30 020907 N 0210 0 0055 653.03 021207 N 0212 0 0056 3,242.49 012207 N 0215 0 004 0005 1,771.00 E.W. @ F.A.(+) 112606 N 0190 0 008 0001 549.01 E.W. @ F.A.(+) 012907 N 0201 0 0002 878.40 013007 N 0202 0 0003 1,132.58 020107 N 0204 0 0004 219.60 020207 N 0205 0 0005 878.40 020507 N 0206 0 0006 878.40 020607 N 0207 0 0007 878.40 020707 N 0208 0 0008 878.40 020807 N 0211 0 0009 878.40 021307 N 0214 0 018 0006 15,434.22 E.W. @ L.S.(+) 021407 N 0217 0 44,973.71 TOTAL THIS ESTIMATE 530,371.40 TOTAL PREVIOUS ESTIMATE 575,345.11 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 02/22/07 EST. NO.09 TIME 08:51 AM R.E. NAME: PASCAL, ANTHONY 02-3C1414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 2/07 -1,000.00 09 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C1414 TIME 08:51 AM ESTIMATE NO. 09 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 02/22/07 LOCATION PROGRESS ESTIMATE 02-SHA-5-R28.0/R29.0 ----------------- GOLDEN STATE BRIDGE INC IN SHASTA COUNTY NEAR SHASTA LAKE 901 HOWE ROAD CITY FROM 0.6 KM NORTH OF BRIDGE MARTINEZ CA 94553 BAY 0VERCROSSING TO 0.5 KM SOUTH OF TURNTABLE BAY OVERCROSSING FED. AID NO. N O N E CONSTRUCT NEW DECK ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 1,700.0000 1,028,500.00 29.000 49,300.00 184.000 312,800.00 03 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.750 1,500.00 PROGRAM 04 WATER POLLUTION CONTROL LS 9,950.0000 9,950.00 0.048 477.60 0.339 3,373.05 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,500.0000 7,500.00 0.014 105.00 0.624 4,680.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 2,000.00 1.000 2,000.00 07 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.014 238.00 0.694 11,798.00 S) 08 TRAFFIC CONTROL SYSTEM LS 67,000.0000 67,000.00 0.031 2,077.00 0.457 30,619.00 S) 09 PORTABLE RADAR TRAILER EA 10,000.0000 20,000.00 2.000 20,000.00 S) 10 TRAFFIC CONTROL SURVEILLANCE WDAY 2,800.0000 67,200.00 9.000 25,200.00 S) 11 FLASHING ARROW SIGN EA 15,000.0000 15,000.00 1.000 15,000.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 269.000 10,760.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,500.0000 116,000.00 8.000 116,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 80.0000 642,640.00 3,196.000 255,680.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 275.0000 19,250.00 14.000 3,850.00 S) 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.5000 56,650.00 1,286.000 7,073.00 STRIPE 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 24,040.00 1,456.000 5,824.00 18 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 125.0000 5,875.00 11.700 1,462.50 19 REMOVE ROADSIDE SIGN EA 200.0000 200.00 1.000 200.00 20 COVER SIGN PANEL EA 200.0000 200.00 0.000 0.00 21 REMOVE SLOTTED CORRUGATED STEEL PIPE M 65.0000 3,900.00 60.000 3,900.00 22 REMOVE GRATED LINE DRAIN M 55.0000 8,250.00 144.000 7,920.00 PROGRAM CAS145 PAGE 2 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C1414 TIME 08:51 AM ESTIMATE NO. 09 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE DECK SURFACE M2 75.0000 355,500.00 347.500 26,062.50 1,602.500 120,187.50 24 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 12,375.00 0.000 0.00 S) 25 TEMPORARY INLET EA 1,000.0000 2,000.00 0.000 0.00 26 RELOCATE CONCRETE BARRIER (TYPE 60K) M 90.0000 6,300.00 37.000 3,330.00 27 RELOCATE ROADSIDE SIGN EA 750.0000 1,500.00 0.000 0.00 28 MODIFY INLET EA 1,000.0000 6,000.00 6.000 6,000.00 29 REMOVE CONCRETE BARRIER M 65.0000 102,440.00 1,507.000 97,955.00 30 PREPARE CONCRETE BRIDGE DECK SURFACE M2 14.0000 6,692.00 0.000 0.00 31 BRIDGE REMOVAL (PORTION) LS 2550,000.0000 2,550,000.00 0.380 969,000.00 32 ROADWAY EXCAVATION M3 65.0000 66,300.00 286.000 18,590.00 33 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 34 AGGREGATE BASE (APPROACH SLAB) M3 99.0000 9,801.00 5.500 544.50 5.500 544.50 35 LEAN CONCRETE BASE M3 400.0000 112,000.00 0.000 0.00 36 ASPHALT CONCRETE (TYPE A) TONN 175.0000 122,500.00 736.940 128,964.50 37 CONCRETE PAVEMENT M3 875.0000 490,000.00 0.000 0.00 38 SEAL PAVEMENT JOINT M 35.0000 100,800.00 0.000 0.00 39 SEAL LONGITUDINAL ISOLATION JOINT M 55.0000 22,000.00 0.000 0.00 40 STRUCTURAL CONCRETE, BRIDGE M3 1,080.0000 4,158,000.00 47.000 50,760.00 1,083.000 1,169,640.00 F) 41 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,240.0000 121,520.00 17.400 21,576.00 17.400 21,576.00 (TYPE R) 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,575.0000 15,435.00 9.000 14,175.00 F) 43 MINOR CONCRETE (BACKFILL) M3 380.0000 41,800.00 188.000 71,440.00 44 DRILL AND BOND DOWEL M 65.0000 555,750.00 350.200 22,763.00 350.200 22,763.00 45 CLEAN EXPANSION JOINT M 70.0000 22,050.00 0.000 0.00 46 REFINISH BRIDGE DECK M2 110.0000 74,690.00 679.000 74,690.00 47 FURNISH POLYESTER CONCRETE OVERLAY M3 3,600.0000 79,200.00 0.000 0.00 48 PLACE POLYESTER CONCRETE OVERLAY M2 121.0000 57,838.00 0.000 0.00 F) 49 JOINT SEAL SYSTEM (WABOFLEX) M 3,800.0000 334,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C1414 TIME 08:51 AM ESTIMATE NO. 09 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 JOINT SEAL (MR 30 MM) M 125.0000 21,875.00 0.000 0.00 S) 51 JOINT SEAL (MR 15 MM) M 125.0000 4,375.00 0.000 0.00 S) 52 JOINT SEAL (MR 40 MM) M 245.0000 25,725.00 0.000 0.00 S) 53 BAR REINFORCING STEEL (EPOXY COATED) KG 2.4500 1,530,221.00 16,547.000 40,540.15 195,528.000 479,043.60 S) (BRIDGE) 54 PLACE SIGN PANEL EA 500.0000 4,500.00 0.000 0.00 55 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 60,000.00 197.000 59,100.00 56 450 MM SLOTTED CORRUGATED STEEL PIPE M 325.0000 15,275.00 47.000 15,275.00 (4.27 MM THICK) 57 MISCELLANEOUS IRON AND STEEL KG 16.0000 33,152.00 444.000 7,104.00 SF) 58 MISCELLANEOUS METAL (BRIDGE) KG 18.0000 23,220.00 431.000 7,758.00 SF) 59 CULVERT MARKER (BARRIER MOUNTED) EA 75.0000 1,200.00 0.000 0.00 60 TUBULAR BICYCLE RAILING M 250.0000 552,500.00 0.000 0.00 SF) 61 CONCRETE BARRIER (TYPE 60) M 155.0000 80,600.00 0.000 0.00 62 CONCRETE BARRIER (TYPE 60A) M 155.0000 172,360.00 0.000 0.00 F) 63 CONCRETE BARRIER (TYPE 732R) M 165.0000 84,150.00 0.000 0.00 F) 64 CONCRETE BARRIER (TYPE 732) M 165.0000 280,500.00 787.000 129,855.00 787.000 129,855.00 F) 65 THERMOPLASTIC PAVEMENT MARKING M2 125.0000 5,875.00 35.100 4,387.50 S) 66 THERMOPLASTIC TRAFFIC STRIPE M 1.1500 100,395.00 11,229.000 12,913.35 S) (SPRAYABLE) 67 PAVEMENT MARKER EA 40.0000 19,600.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C1414 TIME 08:51 AM ESTIMATE NO. 09 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 344,298.75 4,277,681.50 ADJUSTMENT OF COMPENSATION 0.00 18,624.00 EXTRA WORK 44,973.71 556,721.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 389,272.46 4,853,026.61 68 MOBILIZATION LS 1610,000.0000 1,610,000.00 0.950 1,529,500.00 ORIGINAL CONTRACT AMOUNT 16,188,269.00 TOTAL WORK COMPLETED 389,272.46 6,382,526.61 MATERIALS ON HAND ON SITE 244,468.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 388,272.46 6,625,994.90 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 07/18/06 605 07/12/06 07/20/06 06/27/08 179 45 71 0 31% 26% PROGRESS IS SATISFACTORY 7 DAY JOB PASCAL, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/07