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 03/24/04 EST. NO.13 TIME 08:57 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 --------------------------------------------------------------------------- 001 0077 1,159.08 E.W. @ F.A.(+) 090303 N 222 0 0079 1,159.08 082703 N 221 0 0080 1,085.20 091003 N 223 0 0081 550.96 121803 N 194 0 0082 430.13 112003 N 151 0 0083 875.90 071603 N 155.10 006 0021 567.48 E.W. @ F.A.(+) 091203 N 226 0 0022 885.76 091303 N 227 0 0023 953.19 091403 N 228 0 0024 915.17 091703 N 229 0 0025 830.73 091803 N 230 0 0026 915.17 091903 N 231 0 0027 885.76 091903 N 232 0 0028 945.45 092103 N 233 0 0029 830.73 092203 N 234 0 0030 812.01 092303 N 235 0 0031 885.76 092403 N 236 0 0032 974.30 092503 N 237 0 0033 999.96 092603 N 238 0 0034 1,220.09 092703 N 239 0 0035 1,385.06 092803 N 240 0 0036 1,057.98 092903 N 241 0 0037 951.74 093003 N 242 0 0038 1,057.98 100103 N 243 0 0039 951.74 100203 N 244 0 0040 1,057.98 100303 N 245 0 0041 1,712.93 100403 N 246 0 0042 1,877.90 100503 N 247 0 0043 1,057.98 100603 N 255 0 0044 951.74 100703 N 256 0 0045 1,057.98 100803 N 257 0 0046 792.37 100903 N 307 0 0047 1,057.98 101003 N 258 0 0048 881.06 101103 N 259 0 0049 997.41 101203 N 260 0 0050 1,057.98 101303 N 261 0 0051 951.74 101403 N 262 0 0052 1,057.98 101503 N 263 0 0053 916.87 101603 N 264 0 0054 1,061.79 101703 N 265 0 0055 1,151.92 101803 N 266 0 019 0005 4,384.05 E.W. @ F.A.(+) 062003 N 119 0 026 0009 416.79 E.W. @ F.A.(+) 081303 N 204 0 0010 994.14 081203 N 205 0 031 0002 230.14 E.W. @ F.A.(+) 112603 N 147 0 0003 65.48 122903 N 201 0 0004 330.51 122303 N 143 0 033 0008 588.50 E.W. @ F.A.(+) 100803 N 196 0 0009 356.91 101603 N 172 0 0010 955.61 010704 N 224 0 0011 955.61 010604 N 225 0 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 03/24/04 EST. NO.13 TIME 08:57 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 --------------------------------------------------------------------------- 0012 219.67 010504 N 210 0 039 0002 298.82 E.W. @ F.A.(+) 111703 N 212 0 0003 146.45 111203 N 214 0 0004 165.58 111303 N 215 0 0005 165.58 111403 N 216 0 0006 165.58 111503 N 217 0 0007 165.58 111603 N 218 0 0008 725.85 121903 N 198 0 52,260.87 TOTAL THIS ESTIMATE 258,728.27 TOTAL PREVIOUS ESTIMATE 310,989.14 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 03/24/04 EST. NO.13 TIME 08:57 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 -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 03/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 08:57 AM ESTIMATE NO. 13 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 03/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/24/04 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 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 495,000.00 20.000 22,000.00 255.000 280,500.00 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 0.012 2,580.00 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 0.010 2,250.00 0.550 123,750.00 S) 08 TYPE III BARRICADE EA 96.0000 3,168.00 41.000 3,936.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 16.0500 1,235.85 91.060 1,461.51 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4800 33,744.00 43,545.310 20,901.75 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 16,960.00 25.000 800.00 373.000 11,936.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.2000 20,032.00 6,533.000 20,905.60 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 8,651.320 242,236.96 S) 15 TEMPORARY CRASH CUSHION MODULE EA 180.0000 120,600.00 2.000 360.00 394.000 70,920.00 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 4.000 9,420.00 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 2,315.060 18,520.48 S) 20 REMOVE METAL BEAM GUARD RAILING M 15.0000 13,200.00 109.840 1,647.60 709.880 10,648.20 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 03/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 08:57 AM ESTIMATE NO. 13 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 03/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 220.00 30 REMOVE SIGN STRUCTURE EA 4,550.0000 18,200.00 1.000 4,550.00 1.000 4,550.00 S) 31 REMOVE SIGN PANEL EA 430.0000 860.00 0.000 0.00 32 REMOVE PIPE M 50.0000 15,000.00 6.096 304.80 134.168 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 0.680 136.00 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 11,232.00 464.000 7,424.00 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 21,255.00 555.210 3,608.87 811.990 5,277.94 43 REMOVE CONCRETE (CHANNEL) M3 55.0000 6,600.00 100.480 5,526.40 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 0.500 113,500.00 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 81,263.560 418,507.33 PROGRAM CAS145 PAGE 3 DATE 03/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 08:57 AM ESTIMATE NO. 13 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 03/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,402.000 30,072.90 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 85,250.00 380.700 23,603.40 758.700 47,039.40 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 21.0000 182,700.00 318.120 6,680.52 F) 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 13,600.00 0.000 0.00 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 32.300 12,112.50 S) 59 FIBER (EROSION CONTROL) KG 0.6400 7,296.00 5,050.000 3,232.00 S) 60 COMPOST (EROSION CONTROL) KG 0.5400 32,562.00 14,271.070 7,706.38 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,070.0000 6,420.00 1.000 1,070.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 134.0000 100,500.00 245.200 32,856.80 S) 63 250 MM CORRUGATED HIGH DENSITY M 170.0000 57,800.00 133.500 22,695.00 S) POLYETHYLENE PIPE CONDUIT 64 CLASS 2 AGGREGATE BASE M3 22.4000 418,880.00 16,812.000 376,588.80 65 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 2,600.00 0.000 0.00 66 LEAN CONCRETE BASE M3 93.5000 448,800.00 74.100 6,928.35 2,872.050 268,536.68 67 ASPHALT CONCRETE (TYPE B) TONN 50.0000 1,255,000.00 13,993.950 699,697.50 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.2500 11,272.50 635.900 1,430.78 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 1,248,000.00 115.700 17,355.00 4,274.600 641,190.00 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 3,833.414 122,669.25 PROGRAM CAS145 PAGE 4 DATE 03/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 08:57 AM ESTIMATE NO. 13 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 03/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 965,520.00 293.000 632,880.00 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 0.000 0.00 S) 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 310.0000 175,770.00 393.500 121,985.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 398.0000 1,896,470.00 40.900 16,278.20 513.600 204,412.80 F) 83 STRUCTURAL CONCRETE, RETAINING WALL M3 430.0000 309,600.00 90.000 38,700.00 687.200 295,496.00 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 415.0000 185,505.00 0.000 0.00 F) (TYPE N) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 74,750.00 0.000 0.00 F) (TYPE R) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 915.0000 171,105.00 3.315 3,033.23 94.965 86,892.98 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 0.000 0.00 89 FRACTURED RIB TEXTURE M2 53.0000 33,390.00 537.400 28,482.20 90 DRILL AND BOND DOWEL M 45.0000 1,575.00 26.250 1,181.25 91 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,190.0000 155,700.00 10.000 51,900.00 14.000 72,660.00 S) GIRDER (10 M - 15 M) 92 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,345.0000 125,175.00 5.000 41,725.00 7.000 58,415.00 S) GIRDER (25 M - 30 M) 93 ERECT PRECAST PRESTRESSED CONCRETE EA 1,665.0000 74,925.00 15.000 24,975.00 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 0.000 0.00 S) 97 JOINT SEAL (MR 50 MM) M 220.0000 12,320.00 0.000 0.00 S) 98 BAR REINFORCING STEEL (BRIDGE) KG 1.3100 1,002,150.00 83,362.000 109,204.22 240,205.000 314,668.55 SF) 99 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 81,000.00 2,000.000 3,000.00 52,549.000 78,823.50 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 17,967.000 110,497.05 F) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0700 54,186.94 17,967.000 19,224.69 SF) PROGRAM CAS145 PAGE 5 DATE 03/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 08:57 AM ESTIMATE NO. 13 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 03/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 46,420.00 153.100 32,304.10 12 750 MM ALTERNATIVE PIPE CULVERT M 250.0000 40,000.00 131.248 32,812.00 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 59,100.00 129.010 25,414.97 STEEL PIPE (1.63 MM THICK) 17 900 MM BITUMINOUS COATED CORRUGATED M 260.0000 5,200.00 0.000 0.00 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 4.000 1,280.00 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 0.000 0.00 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 3,200.000 5,664.00 SF) PROGRAM CAS145 PAGE 6 DATE 03/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 08:57 AM ESTIMATE NO. 13 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 03/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 60,320.00 761.140 39,579.28 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 2.000 610.00 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 7.000 9,380.00 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 0.000 0.00 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 03/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 08:57 AM ESTIMATE NO. 13 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 03/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.107 8,816.80 S) 61 SIGNAL AND LIGHTING (LOCATION 2) LS 80,250.0000 80,250.00 0.200 16,050.00 S) 62 LIGHTING (BRIDGE ROUTE 126/5 SEPARATION) LS 20,000.0000 20,000.00 0.000 0.00 S) 63 LIGHTING AND SIGN ILLUMINATION (MODIFY) LS 441,000.0000 441,000.00 0.073 32,193.00 0.587 258,867.00 S) 64 TRAFFIC MONITORING STATION (LOCATION 1) LS 60,700.0000 60,700.00 0.052 3,156.40 0.308 18,695.60 S) 65 TRAFFIC MONITORING STATION (LOCATION 2) LS 83,500.0000 83,500.00 0.087 7,264.50 0.132 11,022.00 S) 66 TRAFFIC MONITORING STATION (LOCATION 3) LS 63,800.0000 63,800.00 0.260 16,588.00 S) 67 CLOSED CIRCUIT TELEVISION SYSTEM LS 61,500.0000 61,500.00 0.191 11,746.50 S) 68 MODIFY LIGHTING LS 6,300.0000 6,300.00 0.000 0.00 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 03/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 08:57 AM ESTIMATE NO. 13 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 03/20/04 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 03/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 417,553.57 7,985,207.42 ADJUSTMENT OF COMPENSATION 0.00 5,778.76 EXTRA WORK 52,260.87 305,210.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 469,814.44 8,296,196.56 70 MOBILIZATION LS 510,000.0000 510,000.00 0.050 25,500.00 1.000 510,000.00 ORIGINAL CONTRACT AMOUNT 16,968,541.08 TOTAL WORK COMPLETED 495,314.44 8,806,196.56 MATERIALS ON HAND ON SITE 180,876.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -82,000.00 TOTAL 485,314.44 8,905,072.56 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 05/31/05 255 6 0 2 50% 56% PROGRESS IS SATISFACTORY HORMOZI, IRAJ RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 03/24/04