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 09/22/04 EST. NO.19 TIME 10:14 AM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0008 824.79 A.C. @ U.P.(+) 092004 N 8 0 006 0021-1 -567.48 E.W. @ F.A.(+) 091203 N 226 0 DAO CORRECTING ENTRY 0021-2 413.31 091203 N 226 0 DAO CORRECTING ENTRY 0022-1 -885.76 091303 N 227 0 DAO CORRECTING ENTRY 0022-2 540.43 091303 N 227 0 DAO CORRECTING ENTRY 0023-1 -953.19 091403 N 228 0 DAO CORRECTING ENTRY 0023-2 607.86 091403 N 228 0 DAO CORRECTING ENTRY 0024-1 -915.17 091703 N 229 0 DAO CORRECTING ENTRY 0024-2 569.84 091703 N 229 0 DAO CORRECTING ENTRY 0025-1 -830.73 091803 N 230 0 DAO CORRECTING ENTRY 0025-2 485.40 091803 N 230 0 DAO CORRECTING ENTRY 0026-1 -915.17 091903 N 231 0 DAO CORRECTING ENTRY 0026-2 569.84 091903 N 231 0 DAO CORRECTING ENTRY 0027-1 -885.76 091903 N 232 0 DAO CORRECTING ENTRY 0027-2 540.43 091903 N 232 0 DAO CORRECTING ENTRY 0028-1 -945.45 092103 N 233 0 DAO CORRECTING ENTRY 0028-2 600.12 092103 N 233 0 DAO CORRECTING ENTRY 0029-1 -830.73 092203 N 234 0 DAO CORRECTING ENTRY 0029-2 485.40 092203 N 234 0 DAO CORRECTING ENTRY 0030-1 -812.01 092303 N 235 0 DAO CORRECTING ENTRY 0030-2 466.68 092303 N 235 0 DAO CORRECTING ENTRY 0031-1 -885.76 092403 N 236 0 DAO CORRECTING ENTRY 0031-2 540.43 092403 N 236 0 DAO CORRECTING ENTRY 0032-1 -974.30 092503 N 237 0 DAO CORRECTING ENTRY 0032-2 628.97 092503 N 237 0 DAO CORRECTING ENTRY 0033-1 -999.96 092603 N 238 0 DAO CORRECTING ENTRY 0033-2 654.63 092603 N 238 0 DAO CORRECTING ENTRY 0034-1 -1,220.09 092703 N 239 0 DAO CORRECTING ENTRY 0034-2 874.76 092703 N 239 0 DAO CORRECTING ENTRY 0035-1 -1,385.06 092803 N 240 0 DAO CORRECTING ENTRY 0035-2 1,039.73 092803 N 240 0 DAO CORRECTING ENTRY 0036-1 -1,057.98 092903 N 241 0 DAO CORRECTING ENTRY 0036-2 613.98 092903 N 241 0 DAO CORRECTING ENTRY 0037-1 -951.74 093003 N 242 0 DAO CORRECTING ENTRY 0037-2 507.74 093003 N 242 0 DAO CORRECTING ENTRY 0038-1 -1,057.98 100103 N 243 0 DAO CORRECTING ENTRY 0038-2 613.98 100103 N 243 0 DAO CORRECTING ENTRY 0039-1 -951.74 100203 N 244 0 DAO CORRECTING ENTRY 0039-2 507.74 100203 N 244 0 DAO CORRECTING ENTRY 0040-1 -1,057.98 100303 N 245 0 DAO CORRECTING ENTRY 0040-2 613.98 100303 N 245 0 DAO CORRECTING ENTRY 0041-1 -1,712.93 100403 N 246 0 DAO CORRECTING ENTRY 0041-2 1,071.61 100403 N 246 0 DAO CORRECTING ENTRY 0042-1 -1,877.90 100503 N 247 0 DAO CORRECTING ENTRY 0042-2 1,236.58 100503 N 247 0 DAO CORRECTING ENTRY 0043-1 -1,057.98 100603 N 255 0 DAO CORRECTING ENTRY 0043-2 613.98 100603 N 255 0 DAO CORRECTING ENTRY 0044-1 -951.74 100703 N 256 0 DAO CORRECTING ENTRY 0044-2 507.74 100703 N 256 0 DAO CORRECTING ENTRY 0045-1 -1,057.98 100803 N 257 0 DAO CORRECTING ENTRY 0045-2 613.98 100803 N 257 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/22/04 EST. NO.19 TIME 10:14 AM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0046-1 -792.37 100903 N 307 0 DAO CORRECTING ENTRY 0046-2 348.37 100903 N 307 0 DAO CORRECTING ENTRY 0047-1 -1,057.98 101003 N 258 0 DAO CORRECTING ENTRY 0047-2 613.98 101003 N 258 0 DAO CORRECTING ENTRY 0048-3 -881.06 101103 N 259 0 DAO CORRECTING ENTRY 0048-4 535.73 101103 N 259 0 DAO CORRECTING ENTRY 0049-1 -997.41 101203 N 260 0 DAO CORRECTING ENTRY 0049-2 652.08 101203 N 260 0 DAO CORRECTING ENTRY 0050-1 -1,057.98 101303 N 261 0 DAO CORRECTING ENTRY 0050-2 613.98 101303 N 261 0 DAO CORRECTING ENTRY 0051-1 -951.74 101403 N 262 0 DAO CORRECTING ENTRY 0051-2 507.74 101403 N 262 0 DAO CORRECTING ENTRY 0052-1 -1,057.98 101503 N 263 0 DAO CORRECTING ENTRY 0052-2 613.98 101503 N 263 0 DAO CORRECTING ENTRY 0053-1 -916.87 101603 N 264 0 DAO CORRECTING ENTRY 0053-2 472.87 101603 N 264 0 DAO CORRECTING ENTRY 0054-1 -1,061.79 101703 N 265 0 DAO CORRECTING ENTRY 0054-2 617.79 101703 N 265 0 DAO CORRECTING ENTRY 0055-1 -1,151.92 101803 N 266 0 DAO CORRECTING ENTRY 0055-2 707.92 101803 N 266 0 DAO CORRECTING ENTRY 0056-1 -1,219.09 101903 N 267 0 DAO CORRECTING ENTRY 0056-2 775.09 101903 N 267 0 DAO CORRECTING ENTRY 0057-1 -1,063.10 102003 N 248 0 DAO CORRECTING ENTRY 0057-2 619.10 102003 N 248 0 DAO CORRECTING ENTRY 0058-1 -990.68 102103 N 249 0 DAO CORRECTING ENTRY 0058-2 546.68 102103 N 249 0 DAO CORRECTING ENTRY 0059-1 -1,168.32 102203 N 250 0 DAO CORRECTING ENTRY 0059-2 724.32 102203 N 250 0 DAO CORRECTING ENTRY 0060-1 -1,079.50 102403 N 252 0 DAO CORRECTING ENTRY 0060-2 635.50 102403 N 252 0 DAO CORRECTING ENTRY 0061-1 -987.65 102503 N 253 0 DAO CORRECTING ENTRY 0061-2 642.32 102503 N 253 0 DAO CORRECTING ENTRY 0062-1 -1,054.82 102603 N 254 0 DAO CORRECTING ENTRY 0062-2 709.49 102603 N 254 0 DAO CORRECTING ENTRY 0063-1 -1,168.32 102703 N 268 0 DAO CORRECTING ENTRY 0063-2 724.32 102703 N 268 0 DAO CORRECTING ENTRY 0064-1 -990.68 102803 N 269 0 DAO CORRECTING ENTRY 0064-2 546.68 102803 N 269 0 DAO CORRECTING ENTRY 0065-1 -1,079.50 102903 N 270 0 DAO CORRECTING ENTRY 0065-2 635.50 102903 N 270 0 DAO CORRECTING ENTRY 0066-1 -990.68 103003 N 271 0 DAO CORRECTING ENTRY 0066-2 546.68 103003 N 271 0 DAO CORRECTING ENTRY 0067-1 -1,079.50 103103 N 272 0 DAO CORRECTING ENTRY 0067-2 635.50 103103 N 272 0 DAO CORRECTING ENTRY 0068-1 -987.65 110103 N 273 0 DAO CORRECTING ENTRY 0068-2 642.32 110103 N 273 0 DAO CORRECTING ENTRY 0069-1 -1,054.82 110203 N 274 0 DAO CORRECTING ENTRY 0069-2 709.49 110203 N 274 0 DAO CORRECTING ENTRY 0070-1 -574.97 091503 N 305 0 DAO CORRECTING ENTRY 0070-2 229.64 091503 N 305 0 DAO CORRECTING ENTRY 0071-1 -574.97 091603 N 306 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 09/22/04 EST. NO.19 TIME 10:14 AM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0071-2 229.64 091603 N 306 0 DAO CORRECTING ENTRY 0072 419.19 120103 N 399 0 0073 368.29 120203 N 400 0 0074 434.20 120303 N 401 0 0075 368.29 120403 N 402 0 0076 434.20 120503 N 403 0 0078 594.67 120703 N 405 0 0079 434.20 120803 N 406 0 0080 368.29 120903 N 407 0 0081 434.20 121003 N 408 0 0082 368.29 121103 N 409 0 0083 434.20 121203 N 410 0 0084 490.74 121303 N 411 0 0085 550.42 121403 N 412 0 0086 434.20 121503 N 413 0 0087 368.29 121503 N 414 0 0088 434.20 121703 N 415 0 0089 368.29 121803 N 416 0 0090 434.20 121903 N 417 0 0091 490.74 122003 N 418 0 0092 550.42 122103 N 419 0 0093 434.20 122203 N 420 0 0094 368.29 122303 N 421 0 0095 434.20 122403 N 422 0 0096 515.14 122503 N 423 0 0098 490.74 122703 N 425 0 0099 550.42 122803 N 426 0 0100 434.20 122903 N 427 0 0101 368.29 123003 N 428 0 0102 434.20 123103 N 429 0 023 0001 -39,690.50 A.C. @ L.S.(-) 091004 N 1 0 033 0033 507.67 E.W. @ F.A.(+) 101703 N FP96 0 0034 1,015.37 111903 N FP1060 0035 1,638.78 102403 N FP97 0 0036 1,071.84 102703 N FP98 0 0037 1,001.97 102803 N FP99 0 0038 1,151.42 102903 N FP1000 0039 14,465.33 111003 N FP1040 0040 490.71 103003 N FP1010 0041 1,001.97 103103 N FP1020 0042 441.28 110303 N FP1030 0043 3,545.52 111303 N FP1050 0044 704.07 123103 N FP-107 0045 1,548.13 010504 N FP1080 0046 363.14 010604 N FP1090 0047 1,270.07 010704 N FP1100 0048 1,787.72 010804 N FP1110 0049 1,998.64 010904 N FP1120 0050 1,813.55 011204 N FP1130 0051 1,813.55 011304 N FP1140 0052 1,497.68 011404 N FP1150 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 09/22/04 EST. NO.19 TIME 10:14 AM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- -7,506.17 TOTAL THIS ESTIMATE 512,839.55 TOTAL PREVIOUS ESTIMATE 505,333.38 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 09/22/04 EST. NO.19 TIME 10:14 AM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE TRAVEL -5,000.00 05 0.00 -5,000.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 (2003) VAR -10,000.00 07 1391 (2003) VAN 10,000.00 08 0.00 0.00 LABOR COMPLIANCE VIOLATION SUD, TAFT -10,000.00 04 SUB -10,000.00 05 SEPTEMBER PAYROLL -10,000.00 08 OCTOBER PAYROLLS -10,000.00 09 NOVEMBER PAYROLL -10,000.00 10 DEC PAYROLL -10,000.00 11 SUB 10,000.00 11 DEC PAYROLL 10,000.00 12 JAN PAYROLL -10,000.00 12 FEBRUARY PAYROLL -10,000.00 13 FEBRUARY PAYROLL 10,000.00 14 MARCH PAYROLL -10,000.00 14 SEPTEMBER PAYROLL 10,000.00 14 SUD, TAFT 10,000.00 14 APRIL PAYROLL -10,000.00 15 SEPTEMBER PAYROLL -10,000.00 19 -10,000.00 -60,000.00 OVERBID ITEMS OVERBID ITEM NO. 048 -4,000.00 02 OVERBID ITEM NO. 048 -6,400.00 08 OVERBID ITEM NO. 050 -6,600.00 02 0.00 -17,000.00 TOTAL DEDUCTIONS -10,000.00 -82,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 10:14 AM ESTIMATE NO. 19 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 09/22/04 LOCATION PROGRESS ESTIMATE 07-LA-126-R5.7/R6.4 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN SANTA P O BOX 1489 CLARITA AT VARIOUS LOCATIONS SUN VALLEY CA 913531489 FED. AID NO. ACNH-P126(47)N ,ACNH-005 -3(38)N ,I-005 -3(38)N WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 495,000.00 19.000 20,900.00 381.000 419,100.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 14,250.00 877.830 13,167.45 S) 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 215,000.0000 215,000.00 0.582 125,130.00 06 CONSTRUCTION AREA SIGNS LS 47,000.0000 47,000.00 0.850 39,950.00 S) 07 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.790 177,750.00 S) 08 TYPE III BARRICADE EA 96.0000 3,168.00 55.000 5,280.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 16.0500 1,235.85 223.380 3,585.25 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4800 33,744.00 56,040.600 26,899.49 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 16,960.00 618.000 19,776.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.2000 20,032.00 7,273.000 23,273.60 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 3,000.00 0.000 0.00 S) 14 TEMPORARY RAILING (TYPE K) M 28.0000 565,600.00 14,880.660 416,658.48 S) 15 TEMPORARY CRASH CUSHION MODULE EA 180.0000 120,600.00 520.000 93,600.00 S) 16 TEMPORARY CRASH CUSHION (REACT 9SCBS) EA 20,500.0000 41,000.00 1.000 20,500.00 S) 17 ABANDON CULVERT EA 2,355.0000 7,065.00 -1.000 -2,355.00 3.000 7,065.00 18 REMOVE FENCE (TYPE BW) M 8.0000 14,960.00 1,862.420 14,899.36 S) 19 REMOVE CHAIN LINK FENCE M 8.0000 20,480.00 2,346.540 18,772.32 S) 20 REMOVE METAL BEAM GUARD RAILING M 15.0000 13,200.00 740.170 11,102.55 S) 21 REMOVE SINGLE METAL BEAM BARRIER M 16.5000 4,620.00 274.860 4,535.19 S) 22 REMOVE DOUBLE METAL BEAM BARRIER M 20.0000 5,600.00 278.620 5,572.40 S) PROGRAM CAS145 PAGE 2 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 10:14 AM ESTIMATE NO. 19 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 24 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.3400 13,252.60 1,728.090 2,315.64 S) 25 REMOVE PAINTED TRAFFIC STRIPE M 1.1800 72,098.00 9,572.250 11,295.26 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 16.0500 2,889.00 120.550 1,934.83 S) 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2300 17,220.00 7,183.330 8,835.50 S) 28 REMOVE PAVEMENT MARKER EA 0.7500 7,650.00 6,651.000 4,988.25 S) 29 REMOVE ROADSIDE SIGN EA 110.0000 5,060.00 4.000 440.00 30 REMOVE SIGN STRUCTURE EA 4,550.0000 18,200.00 1.000 4,550.00 4.000 18,200.00 S) 31 REMOVE SIGN PANEL EA 430.0000 860.00 0.000 0.00 32 REMOVE PIPE M 50.0000 15,000.00 134.168 6,708.40 33 REMOVE INLET EA 490.0000 7,840.00 12.000 5,880.00 34 REMOVE HEADWALL M3 200.0000 4,600.00 20.680 4,136.00 35 REMOVE CONCRETE PAVEMENT M2 4.5000 4,635.00 0.000 0.00 36 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 750.0000 6,750.00 1.000 750.00 37 REMOVE BASE AND SURFACING M3 13.0000 67,600.00 5,200.000 67,600.00 38 SALVAGE METAL BRIDGE RAILING M 16.0000 11,232.00 702.000 11,232.00 39 RELOCATE ROADSIDE SIGN-ONE POST EA 240.0000 4,560.00 3.000 720.00 40 RELOCATE ROADSIDE SIGN-TWO POST EA 695.0000 6,950.00 4.000 2,780.00 41 ADJUST INLET EA 1,150.0000 1,150.00 1.000 1,150.00 42 REMOVE CONCRETE (CURB AND GUTTER) M 6.5000 21,255.00 811.990 5,277.94 43 REMOVE CONCRETE (CHANNEL) M3 55.0000 6,600.00 104.880 5,768.40 44 CAP INLET EA 850.0000 3,400.00 4.000 3,400.00 45 REMOVE CRASH CUSHION (SAND FILLED) EA 750.0000 2,250.00 3.000 2,250.00 46 BRIDGE REMOVAL LS 227,000.0000 227,000.00 1.000 227,000.00 47 BRIDGE REMOVAL (PORTION) LS 23,500.0000 23,500.00 0.980 23,030.00 48 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.650 16,250.00 49 ROADWAY EXCAVATION M3 5.1500 424,875.00 81,366.960 419,039.84 PROGRAM CAS145 PAGE 3 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 10:14 AM ESTIMATE NO. 19 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 11,000.0000 11,000.00 1.000 11,000.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 21.4500 51,158.25 532.000 11,411.40 1,934.000 41,484.30 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.7500 78,175.00 5,300.000 78,175.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 62.0000 85,250.00 758.700 47,039.40 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 21.0000 182,700.00 8,200.000 172,200.00 F) 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 13,600.00 160.000 13,600.00 WALL) 56 SAND BACKFILL M3 100.0000 800.00 7.190 719.00 57 IMPORTED BORROW M3 7.5500 597,960.00 79,699.000 601,727.45 58 STRAW (EROSION CONTROL) TONN 375.0000 41,250.00 35.170 13,188.75 S) 59 FIBER (EROSION CONTROL) KG 0.6400 7,296.00 5,638.000 3,608.32 S) 60 COMPOST (EROSION CONTROL) KG 0.5400 32,562.00 17,300.070 9,342.04 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,070.0000 6,420.00 3.000 3,210.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 134.0000 100,500.00 287.730 38,555.82 S) 63 250 MM CORRUGATED HIGH DENSITY M 170.0000 57,800.00 181.900 30,923.00 S) POLYETHYLENE PIPE CONDUIT 64 CLASS 2 AGGREGATE BASE M3 22.4000 418,880.00 -1,000.000 -22,400.00 20,441.000 457,878.40 65 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 2,600.00 6.300 1,260.00 66 LEAN CONCRETE BASE M3 93.5000 448,800.00 3,802.850 355,566.48 67 ASPHALT CONCRETE (TYPE B) TONN 50.0000 1,255,000.00 313.880 15,694.00 19,998.860 999,943.00 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.2500 11,272.50 758.500 1,706.63 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.8000 2,958.00 501.470 2,908.53 70 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.8000 696.00 115.020 667.12 71 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.8000 440.80 0.000 0.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.8000 6,322.00 222.110 1,288.24 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.8000 2,204.00 198.890 1,153.56 74 CONCRETE PAVEMENT M3 150.0000 1,248,000.00 6,089.570 913,435.50 75 GRIND EXISTING CONCRETE M2 10.4500 27,170.00 1,718.400 17,957.28 S) PAVEMENT 76 FURNISH PILING (CLASS 900) M 32.0000 220,342.40 1,154.790 36,953.28 4,988.204 159,622.53 PROGRAM CAS145 PAGE 4 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 10:14 AM ESTIMATE NO. 19 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 900) EA 2,160.0000 965,520.00 78.000 168,480.00 371.000 801,360.00 S) 78 FURNISH PILING (CLASS 400) M 26.7500 89,933.50 3,194.540 85,453.95 79 DRIVE PILE (CLASS 400) EA 1,508.0000 334,776.00 222.000 334,776.00 S) 80 PRESTRESSING CAST-IN-PLACE CONCRETE LS 283,000.0000 283,000.00 0.500 141,500.00 S) 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 310.0000 175,770.00 133.000 41,230.00 526.500 163,215.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 398.0000 1,896,470.00 34.600 13,770.80 2,370.700 943,538.60 F) 83 STRUCTURAL CONCRETE, RETAINING WALL M3 430.0000 309,600.00 720.000 309,600.00 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 415.0000 185,505.00 226.500 93,997.50 F) (TYPE N) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 74,750.00 65.000 37,375.00 F) (TYPE R) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 915.0000 171,105.00 100.820 92,250.30 F) 87 MINOR CONCRETE (BACKFILL) M3 400.0000 360.00 0.930 372.00 88 PAVING NOTCH EXTENSION M3 3,200.0000 9,600.00 2.100 6,720.00 89 FRACTURED RIB TEXTURE M2 53.0000 33,390.00 600.000 31,800.00 90 DRILL AND BOND DOWEL M 45.0000 1,575.00 4.400 198.00 30.650 1,379.25 91 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,190.0000 155,700.00 14.000 72,660.00 S) GIRDER (10 M - 15 M) 92 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,345.0000 125,175.00 7.000 58,415.00 S) GIRDER (25 M - 30 M) 93 ERECT PRECAST PRESTRESSED CONCRETE EA 1,665.0000 74,925.00 21.000 34,965.00 S) GIRDER 94 CORE CONCRETE (151 MM - 200 MM) M 150.0000 12,750.00 0.000 0.00 S) 95 JOINT SEAL (MR 15 MM) M 200.0000 21,600.00 0.000 0.00 S) 96 JOINT SEAL ASSEMBLY (MR 70 MM) M 275.0000 15,950.00 23.200 6,380.00 S) 97 JOINT SEAL (MR 50 MM) M 220.0000 12,320.00 14.000 3,080.00 S) 98 BAR REINFORCING STEEL (BRIDGE) KG 1.3100 1,002,150.00 28,871.000 37,821.01 426,826.000 559,142.06 SF) 99 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 81,000.00 54,000.000 81,000.00 SF) 00 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.3500 47,636.40 0.000 0.00 F) 01 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.6800 23,862.72 0.000 0.00 SF) 02 FURNISH SIGN STRUCTURE (TRUSS) KG 6.1500 311,448.30 41,299.000 253,988.85 F) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0700 54,186.94 41,299.000 44,189.93 SF) PROGRAM CAS145 PAGE 5 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 10:14 AM ESTIMATE NO. 19 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 760 MM CAST-IN-DRILLED-HOLE M 800.0000 3,200.00 4.000 3,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 920 MM CAST-IN-DRILLED-HOLE M 725.0000 47,125.00 45.000 32,625.00 S) CONCRETE PILE (SIGN FOUNDATION) 06 ROADSIDE SIGN - ONE POST EA 332.0000 11,952.00 0.000 0.00 07 ROADSIDE SIGN - TWO POST EA 555.0000 4,440.00 0.000 0.00 08 ROADSIDE SIGN EA 107.0000 321.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 09 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 3,400.00 0.000 0.00 10 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 7,740.00 42.900 7,722.00 11 600 MM ALTERNATIVE PIPE CULVERT M 211.0000 46,420.00 215.100 45,386.10 12 750 MM ALTERNATIVE PIPE CULVERT M 250.0000 40,000.00 155.632 38,908.00 13 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 29,450.00 94.200 29,202.00 14 300 MM BITUMINOUS COATED CORRUGATED M 167.0000 1,503.00 9.100 1,519.70 STEEL PIPE (1.63 MM THICK) 15 450 MM BITUMINOUS COATED CORRUGATED M 188.0000 5,640.00 23.600 4,436.80 STEEL PIPE (1.63 MM THICK) 16 600 MM BITUMINOUS COATED CORRUGATED M 197.0000 59,100.00 152.710 30,083.87 STEEL PIPE (1.63 MM THICK) 17 900 MM BITUMINOUS COATED CORRUGATED M 260.0000 5,200.00 19.400 5,044.00 STEEL PIPE (1.63 MM THICK) 18 100 MM PLASTIC PIPE (EDGE DRAIN) M 190.0000 532.00 2.800 532.00 19 450 MM ENTRANCE TAPER EA 300.0000 1,500.00 3.000 900.00 20 GRATED LINE DRAIN M 241.0000 20,244.00 47.000 11,327.00 21 450 MM STEEL FLARED END SECTION EA 215.0000 1,290.00 4.000 860.00 22 600 MM STEEL FLARED END SECTION EA 320.0000 1,920.00 5.000 1,600.00 23 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 175.0000 2,450.00 0.000 0.00 24 ROCK SLOPE PROTECTION M3 90.0000 37,800.00 0.000 0.00 (FACING, METHOD B) 25 ROCK SLOPE PROTECTION M3 97.0000 15,520.00 0.000 0.00 (BACKING NO. 3, METHOD B) 26 SLOPE PAVING (CONCRETE) M3 480.0000 90,240.00 0.000 0.00 F) 27 MINOR CONCRETE (CHANNEL LINING) M3 440.0000 48,400.00 76.790 33,787.60 28 MINOR CONCRETE (GUTTER LINING) M3 500.0000 9,000.00 9.200 4,600.00 29 ROCK SLOPE PROTECTION FABRIC M2 2.5000 3,875.00 0.000 0.00 30 MISCELLANEOUS IRON AND STEEL KG 1.7700 10,152.72 3,496.000 6,187.92 SF) PROGRAM CAS145 PAGE 6 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 10:14 AM ESTIMATE NO. 19 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CHAIN LINK FENCE (TYPE CL-1.8) M 28.0000 101,640.00 2,748.420 76,955.76 S) 32 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 510.0000 2,550.00 4.000 2,040.00 S) 33 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,045.0000 1,045.00 1.000 1,045.00 S) 34 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 60,320.00 794.660 41,322.32 S) 36 CONCRETE BARRIER (TYPE K) M 68.0000 19,720.00 0.000 0.00 37 SINGLE THRIE BEAM BARRIER (STEEL POST) M 65.7000 60,444.00 576.000 37,843.20 S) 38 CABLE RAILING M 43.6500 4,103.10 0.000 0.00 S) 39 TERMINAL SECTION (TYPE B) EA 305.0000 1,830.00 4.000 1,220.00 S) 40 END SECTION EA 209.0000 627.00 0.000 0.00 S) 41 TERMINAL SYSTEM (TYPE ET) EA 2,410.0000 2,410.00 1.000 2,410.00 S) 42 TERMINAL SYSTEM (TYPE SRT) EA 1,340.0000 16,080.00 8.000 10,720.00 S) 43 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 620.0000 6,200.00 6.000 3,720.00 S) 44 CRASH CUSHION, SAND FILLED EA 5,300.0000 10,600.00 0.000 0.00 S) 45 CRASH CUSHION (REACT 9SCBS) EA 41,900.0000 125,700.00 0.000 0.00 S) 46 CONCRETE BARRIER (TYPE 60) M 98.0000 76,440.00 140.000 13,720.00 47 CONCRETE BARRIER (TYPE 60A) M 98.0000 33,261.20 0.000 0.00 48 CONCRETE BARRIER (TYPE 60E) M 450.0000 18,000.00 0.000 0.00 49 CONCRETE BARRIER (TYPE 732 MODIFIED) M 365.0000 146,000.00 3.000 1,095.00 150.000 54,750.00 F) 50 THERMOPLASTIC PAVEMENT MARKING M2 28.9000 9,826.00 0.000 0.00 S) 51 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 14,210.00 0.000 0.00 S) 52 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6800 9,487.20 0.000 0.00 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 2,928.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 12,032.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 1,721.60 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 56 PAINT TRAFFIC STRIPE (2-COAT) M 1.0700 278.20 0.000 0.00 S) 57 PAINT PAVEMENT MARKING (2-COAT) M2 16.0500 4,173.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 10:14 AM ESTIMATE NO. 19 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0700 3,980.40 0.000 0.00 S) 59 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6200 7,912.40 0.000 0.00 S) 60 SIGNAL AND LIGHTING (LOCATION 1) LS 82,400.0000 82,400.00 0.253 20,847.20 0.550 45,320.00 S) 61 SIGNAL AND LIGHTING (LOCATION 2) LS 80,250.0000 80,250.00 0.139 11,154.75 0.500 40,125.00 S) 62 LIGHTING (BRIDGE ROUTE 126/5 SEPARATION) LS 20,000.0000 20,000.00 0.500 10,000.00 S) 63 LIGHTING AND SIGN ILLUMINATION (MODIFY) LS 441,000.0000 441,000.00 0.887 391,167.00 S) 64 TRAFFIC MONITORING STATION (LOCATION 1) LS 60,700.0000 60,700.00 0.109 6,616.30 0.800 48,560.00 S) 65 TRAFFIC MONITORING STATION (LOCATION 2) LS 83,500.0000 83,500.00 0.817 68,219.50 S) 66 TRAFFIC MONITORING STATION (LOCATION 3) LS 63,800.0000 63,800.00 0.740 47,212.00 S) 67 CLOSED CIRCUIT TELEVISION SYSTEM LS 61,500.0000 61,500.00 0.100 6,150.00 0.338 20,787.00 S) 68 MODIFY LIGHTING LS 6,300.0000 6,300.00 0.100 630.00 S) (BRIDGE FRONTAGE ROAD UNDERCROSSING) 69 WORK AT TRAFFIC MANAGEMENT CENTER LS 32,400.0000 32,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 10:14 AM ESTIMATE NO. 19 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 373,366.74 11,614,106.71 ADJUSTMENT OF COMPENSATION -38,865.71 28,923.39 EXTRA WORK 31,359.54 476,409.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 365,860.57 12,119,440.09 70 MOBILIZATION LS 510,000.0000 510,000.00 1.000 510,000.00 ORIGINAL CONTRACT AMOUNT 16,968,541.08 TOTAL WORK COMPLETED 365,860.57 12,629,440.09 MATERIALS ON HAND ON SITE 192,282.42 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -82,000.00 TOTAL 355,860.57 12,739,722.51 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 048 CLEARING AND GRUBBING 9,000.00 25,000.00 16,000.00 050 LEAD COMPLIANCE PLAN 4,400.00 11,000.00 6,600.00 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 02/16/03 450 03/12/03 03/05/03 05/31/05 381 6 0 2 70% 84% PROGRESS UNSATISFACTORY HORMOZI, IRAJ RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/04