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 04/22/05 EST. NO.09 TIME 01:41 PM R.E. NAME: KAMRAN ABOLFAZLIAN 04-270704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0001 78,321.15 E.W. @ L.S.(+) 032505 N 9-1 0 0003 223,384.62 A.C. @ L.S.(+) 032505 N 002 0 301,705.77 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 301,705.77 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 04/22/05 EST. NO.09 TIME 01:41 PM R.E. NAME: KAMRAN ABOLFAZLIAN 04-270704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION WAGE UNDERPAYMENTS -10,000.00 07 WAGE UNDERPAYMENTS 10,000.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270704 TIME 01:41 PM ESTIMATE NO. 09 BID OPENING 06/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 04/22/05 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-13-6.4/R9.6 ----------------------- 04-ALA-24-R4.4/R5.9 R & L BROSAMER INC IN ALAMEDA AND CONTRA COSTA 04-ALA-580-R30.6/R33.5 P O BOX 238 COUNTIES AT VARIOUS LOCATIONS ALAMO CA 94507 FED. AID NO. ACST-000C(265)E ,PHG-000C(265)E UPGRADE METAL BEAM BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 0.125 1,250.00 0.875 8,750.00 02 TIME-RELATED OVERHEAD LS 700,000.0000 700,000.00 0.020 14,000.00 0.980 686,000.00 03 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM 04 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.085 5,100.00 0.915 54,900.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 15,000.00 0.500 1,250.00 5.500 13,750.00 06 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.055 11,000.00 0.945 189,000.00 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 12,200.00 6,100.000 12,200.00 S) 09 TEMPORARY PAVEMENT MARKER EA 4.0000 10,000.00 2,500.000 10,000.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.098 1,176.00 0.903 10,836.00 S) 11 TEMPORARY RAILING (TYPE K) M 48.0000 926,400.00 681.000 32,688.00 20,680.000 992,640.00 12 TEMPORARY CRASH CUSHION MODULE EA 350.0000 49,000.00 154.000 53,900.00 S) 13 TEMPORARY TRAFFIC SCREEN M 3.0000 57,000.00 0.000 0.00 14 REMOVE SINGLE METAL BEAM BARRIER M 22.0000 117,480.00 5,099.000 112,178.00 15 REMOVE DOUBLE METAL BEAM BARRIER M 27.0000 149,310.00 6,415.000 173,205.00 16 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.0000 18,300.00 0.000 0.00 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 18,300.00 5,890.000 17,670.00 STRIPE 18 REMOVE PAVEMENT MARKER EA 2.0000 10,000.00 5,000.000 10,000.00 19 REMOVE ROADSIDE SIGN EA 200.0000 800.00 0.000 0.00 20 REMOVE ASPHALT CONCRETE DIKE M 2.0000 5,800.00 3,332.000 6,664.00 21 REMOVE CULVERT M 100.0000 5,300.00 80.900 8,090.00 80.900 8,090.00 22 REMOVE PIPE M 150.0000 300.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270704 TIME 01:41 PM ESTIMATE NO. 09 BID OPENING 06/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 04/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 550.0000 9,350.00 17.000 9,350.00 24 REMOVE MANHOLE EA 700.0000 2,100.00 3.000 2,100.00 25 REMOVE ASPHALT CONCRETE SURFACING M3 50.0000 105,000.00 740.690 37,034.50 2,840.690 142,034.50 26 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 0.000 0.00 27 ADJUST INLET EA 1,500.0000 1,500.00 0.000 0.00 28 ADJUST MANHOLE TO GRADE EA 1,500.0000 1,500.00 1.000 1,500.00 29 MODIFY INLET EA 1,750.0000 45,500.00 24.000 42,000.00 30 MODIFY INLET TO MANHOLE EA 2,000.0000 6,000.00 3.000 6,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 32 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 33 ROADWAY EXCAVATION M3 75.0000 262,500.00 371.000 27,825.00 3,411.000 255,825.00 34 ROADWAY EXCAVATION (TYPE Y) M3 85.0000 204,000.00 218.330 18,558.05 4,105.000 348,925.00 (AERIALLY DEPOSITED LEAD) 35 ROADWAY EXCAVATION (TYPE Z-2) M3 225.0000 292,500.00 1,197.000 269,325.00 (AERIALLY DEPOSITED LEAD) 36 ROADWAY EXCAVATION (TYPE Z-3) M3 300.0000 27,000.00 380.000 114,000.00 (AERIALLY DEPOSITED LEAD) 37 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 38 CLASS 4 AGGREGATE SUBBASE M3 40.0000 188,000.00 1,139.400 45,576.00 5,248.000 209,920.00 39 AGGREGATE BASE M3 85.0000 34,850.00 159.000 13,515.00 407.000 34,595.00 40 LEAN CONCRETE BASE M3 300.0000 279,000.00 584.100 175,230.00 41 ASPHALT CONCRETE (TYPE A) TONN 83.0000 1,128,800.00 3,361.460 279,001.18 9,278.380 770,105.54 42 ASPHALT CONCRETE (TYPE B) TONN 150.0000 1,050.00 0.000 0.00 43 MINOR CONCRETE (MINOR STRUCTURE) M3 1,250.0000 102,500.00 4.000 5,000.00 93.640 117,050.00 F) 44 REFINISH BRIDGE DECK M2 100.0000 2,700.00 0.000 0.00 45 ROADSIDE SIGN - ONE POST EA 250.0000 750.00 0.000 0.00 46 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 96,800.00 29.340 6,454.80 353.500 77,770.00 47 450 MM REINFORCED CONCRETE PIPE M 275.0000 15,125.00 20.400 5,610.00 54.400 14,960.00 48 300 MM BITUMINOUS COATED CORRUGATED M 575.0000 2,300.00 4.000 2,300.00 STEEL PIPE (1.63 MM THICK) 49 450 MM BITUMINOUS COATED CORRUGATED M 625.0000 5,625.00 9.000 5,625.00 STEEL PIPE (1.63 MM THICK) PROGRAM CAS145 PAGE 3 DATE 04/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270704 TIME 01:41 PM ESTIMATE NO. 09 BID OPENING 06/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 04/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 264,000.00 436.000 130,800.00 (1.63 MM THICK) 51 PERMEABLE MATERIAL M3 50.0000 67,000.00 491.860 24,593.00 52 PRECAST CONCRETE PIPE MANHOLE EA 850.0000 1,700.00 2.000 1,700.00 53 MINOR CONCRETE (GUTTER DEPRESSION) M3 725.0000 27,550.00 0.000 0.00 54 MISCELLANEOUS IRON AND STEEL KG 3.5000 53,900.00 751.000 2,628.50 17,176.000 60,116.00 F) 55 SINGLE THRIE BEAM BARRIER (STEEL POST) M 65.0000 3,640.00 90.000 5,850.00 90.000 5,850.00 S) 56 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 75.0000 90,000.00 1,200.000 90,000.00 1,200.000 90,000.00 S) 57 CONCRETE BARRIER (TYPE 60) M 150.0000 295,500.00 795.000 119,250.00 1,970.000 295,500.00 58 CONCRETE BARRIER (TYPE 60A) M 300.0000 37,500.00 39.000 11,700.00 39.000 11,700.00 F) 59 CONCRETE BARRIER (TYPE 60C) M 206.0000 1,516,160.00 1,205.000 248,230.00 9,360.000 1,928,160.00 60 CONCRETE BARRIER (TYPE 60E) M 500.0000 160,000.00 170.000 85,000.00 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,200.00 0.000 0.00 S) 62 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,010.00 0.000 0.00 S) 63 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,360.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 04/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270704 TIME 01:41 PM ESTIMATE NO. 09 BID OPENING 06/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 04/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 990,787.03 7,623,817.04 ADJUSTMENT OF COMPENSATION 223,384.62 223,384.62 EXTRA WORK 78,321.15 78,321.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,292,492.80 7,925,522.81 64 MOBILIZATION LS 800,000.0000 800,000.00 1.000 800,000.00 ORIGINAL CONTRACT AMOUNT 8,564,960.00 TOTAL WORK COMPLETED 1,292,492.80 8,725,522.81 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,292,492.80 8,725,522.81 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 07/28/04 130 08/13/04 00/00/00 05/31/05 144 18 16 9 92% 92% PROGRESS IS SATISFACTORY KAMRAN ABOLFAZLIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/05