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 09/24/03 EST. NO.13 TIME 09:55 AM R.E. NAME: REISZ, KEVIN 06-342424 --------------------------------------------------------------------------- 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 0278 391.64 E.W. @ F.A.(+) 071703 N 393 0 0279 1,452.23 061203 N 20 0 0280 2,295.66 063003 N 21 0 0280-1 -2,295.66 063003 N 21 0 DAO CORRECTING ENTRY 0280-2 2,295.66 063003 N 21 0 DAO CORRECTING ENTRY 0281 40.10 070303 N 319 0 0282 53.47 071703 N 363 0 0283 53.47 072803 N 366. 0 0285 53.47 073103 N 375 0 0286 53.47 080103 N 3801 0 0287 53.47 081103 N 391. 0 0288 53.47 081203 N 395. 0 0289 53.47 081303 N 396 0 0290 56.36 081403 N 397 0 0291 192.47 081503 N 406 0 0292 56.36 081403 N 402 0 0293 258.14 082003 N 411 0 0294 123.98 082103 N 415 0 0295 96.23 081803 N 410 0 0296 96.23 081903 N 419 0 0297 96.23 081903 N 924732 0298 96.23 081903 N 924733 0299 384.95 082703 N 420 0 0300 479.12 082703 N 442 0 0302 384.95 082603 N 422 0 0303 384.95 082603 N 925156 0304 248.86 082603 N 426 0 0305 48.12 082203 N 438 0 0306 96.54 082503 N 439 0 0307 96.23 082703 N 441 0 0308 96.23 082803 N 443 0 002 0028 214.41 E.W. @ F.A.(+) 072803 N 365 0 0029 420.35 073103 N 379 0 005 0005 2,637.00 E.W. @ F.A.(+) 072803 N 378 0 0006 643.24 072903 N 372 0 0007 294.60 080603 N 386 0 0008 540.03 081303 N 399 0 0009 156.24 080103 N 436 0 0010 192.47 081803 N 408 0 007 0015 56.83 E.W. @ F.A.(+) 073003 N 382 0 0016 23.33 072303 N 381 0 0017 155.78 081803 N 407 0 010 0003 467.79 E.W. @ F.A.(+) 071703 N 429 0 0004 1,403.40 071603 N 430 0 0005 1,335.25 081303 N 428 0 0006 949.83 081403 N 427 0 040 0001 197.00 E.W. @ F.A.(+) 071803 N 357 0 0002 630.41 071703 N 356 0 0003 630.41 071703 N 355 0 0004 315.21 071703 N 354 0 0005 78.80 071703 N 353 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 09/24/03 EST. NO.13 TIME 09:55 AM R.E. NAME: REISZ, KEVIN 06-342424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0006 633.69 081403 N 404 0 0007 181.98 082603 N 440 0 20,004.15 TOTAL THIS ESTIMATE 449,477.47 TOTAL PREVIOUS ESTIMATE 469,481.62 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 09/24/03 EST. NO.13 TIME 09:55 AM R.E. NAME: REISZ, KEVIN 06-342424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF SPEC #67 -3,600.00 13 -3,600.00 -3,600.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 07 MISSING PYRLS -10,000.00 08 REL EST #7 10,000.00 08 MISS PYRL #8 RECD 10,000.00 10 0.00 0.00 TOTAL DEDUCTIONS -3,600.00 -3,600.00 PROGRAM CAS145 PAGE 1 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 LOCATION RERUN PROGRESS ESTIMATE 06-FRE-180-R60.3/R64.0 ----------------------- E L YEAGER CONSTRUCTION IN FRESNO COUNTY IN AND NEAR FRESNO COMPANY INC FROM ROUTE 168 TO FOWLER AVENUE P O BOX 87 RIVERSIDE CA 925020087 FED. AID NO. ACNH-P180(44)E CONSTRUCT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 18,000.0000 18,000.00 0.500 9,000.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 810,000.00 21.000 31,500.00 234.000 351,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 78,150.00 27.700 415.50 1,799.700 26,995.50 S) 04 6.1 M TEMPORARY CHAIN LINK GATE EA 700.0000 25,200.00 7.000 4,900.00 S) (TYPE CL - 1.8) 05 TEMPORARY VISUAL BARRIER M 8.8000 30,712.00 34.000 299.20 S) 06 450 MM TEMPORARY CULVERT M 300.0000 57,000.00 3.100 930.00 188.600 56,580.00 07 450 MM TEMPORARY STEEL FLARED END EA 700.0000 2,800.00 3.000 2,100.00 SECTION 08 TEMPORARY DRAINAGE INLET EA 1,500.0000 10,500.00 6.000 9,000.00 09 TEMPORARY ROCK SLOPE PROTECTION M3 100.0000 4,200.00 0.000 0.00 (BACKING NO. 2, METHOD B) 10 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 140,000.0000 140,000.00 0.004 560.00 0.429 60,060.00 12 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.150 3,000.00 0.951 19,020.00 S) 13 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.039 4,680.00 0.437 52,440.00 S) 14 TYPE III BARRICADE EA 55.0000 8,250.00 137.000 7,535.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 49,740.00 123.140 738.84 8,097.190 48,583.14 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 200.0000 780.00 88.100 17,620.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 14,500.00 502.000 12,550.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 3,920.00 0.000 0.00 S) (LEFT IN PLACE) 19 TEMPORARY PAVEMENT MARKER EA 5.0000 2,250.00 46.000 230.00 625.000 3,125.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.039 1,170.00 0.427 12,810.00 S) 21 TEMPORARY RAILING (TYPE K) M 50.0000 107,000.00 1,647.600 82,380.00 22 TEMPORARY CRASH CUSHION MODULE EA 175.0000 31,500.00 3.000 525.00 171.000 29,925.00 PROGRAM CAS145 PAGE 2 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON WATER WELL EA 1,000.0000 5,000.00 3.000 3,000.00 24 REMOVE CHAIN LINK FENCE M 9.5000 13,965.00 137.800 1,309.10 565.800 5,375.10 25 REMOVE GATE EA 350.0000 350.00 1.000 350.00 26 REMOVE BARRICADE EA 200.0000 200.00 1.000 200.00 27 REMOVE METAL BEAM GUARD RAILING M 30.0000 7,800.00 0.000 0.00 28 REMOVE TRAFFIC STRIPE M 1.5000 4,740.00 900.190 1,350.29 29 REMOVE TRAFFIC STRIPE (YELLOW) M 1.7500 10,815.00 829.000 1,450.75 30 REMOVE PAVEMENT MARKING M2 20.0000 640.00 7.800 156.00 31 REMOVE PAVEMENT MARKER EA 1.0000 220.00 20.000 20.00 135.000 135.00 32 REMOVE CHANNELIZERS EA 10.0000 340.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 100.0000 900.00 0.000 0.00 34 REMOVE CULVERT M 75.0000 2,025.00 114.100 8,557.50 35 REMOVE INLET EA 500.0000 1,000.00 3.000 1,500.00 36 SALVAGE CHAIN LINK GATE EA 200.0000 400.00 0.000 0.00 37 SALVAGE CHAIN LINK FENCE M 10.0000 7,200.00 134.100 1,341.00 38 SALVAGE CONCRETE BARRIER (TYPE K) M 30.0000 750.00 0.000 0.00 39 RESET MAILBOX EA 125.0000 3,750.00 1.000 125.00 4.000 500.00 40 ADJUST FRAME AND COVER TO GRADE EA 400.0000 21,600.00 9.000 3,600.00 17.000 6,800.00 41 MODIFY SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0.00 S) 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 29,400.00 640.200 1,920.60 S) 43 REMOVE CONCRETE M3 65.0000 20,800.00 1.980 128.70 11.900 773.50 44 CLEARING AND GRUBBING LS 54,000.0000 54,000.00 0.050 2,700.00 1.000 54,000.00 45 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.022 990.00 0.663 29,835.00 46 ROADWAY EXCAVATION M3 2.0000 3,860,000.00 429,280.500 858,561.00 1,188,738.500 2,377,477.00 47 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.600 600.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 178,350.00 7,134.000 178,350.00 F) 49 STRUCTURE EXCAVATION (PUMPING PLANT) M3 15.0000 72,975.00 2,330.000 34,950.00 F) PROGRAM CAS145 PAGE 3 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 151,500.00 240.000 18,000.00 720.000 54,000.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 102,720.00 3,047.000 24,376.00 F) 52 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 301,535.00 215.000 13,975.00 3,706.000 240,890.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 373,520.00 65.000 2,275.00 3,784.900 132,471.50 F) 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 39,545.00 240.000 13,200.00 F) WALL) 55 STRAW (EROSION CONTROL) TONN 420.0000 32,760.00 0.000 0.00 S) 56 EROSION CONTROL (DRILL SEED) HA 4,300.0000 51,600.00 0.000 0.00 S) 57 FIBER (EROSION CONTROL) KG 0.9000 9,180.00 0.000 0.00 S) 58 COMPOST (EROSION CONTROL) KG 0.5000 24,600.00 0.000 0.00 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 7,500.00 0.000 0.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 23,100.00 0.000 0.00 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.6000 4,080.00 0.000 0.00 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 2.7500 6,545.00 0.000 0.00 S) 63 305 MM DUCTILE IRON PIPE (BRIDGE) M 385.0000 141,680.00 365.490 140,713.65 64 610 MM DUCTILE IRON PIPE (BRIDGE) M 1,100.0000 198,000.00 188.270 207,097.00 65 300 MM BITUMINOUS COATED CORRUGATED M 100.0000 132,000.00 0.000 0.00 STEEL PIPE CONDUIT (1.63 MM THICK) 66 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 67 CLASS 2 AGGREGATE BASE M3 27.0000 1,887,300.00 1,059.000 28,593.00 3,064.000 82,728.00 68 LEAN CONCRETE BASE M3 79.0000 1,050,700.00 0.000 0.00 69 ASPHALT CONCRETE TONN 34.8500 2,258,280.00 1,273.640 44,386.35 4,579.630 159,600.11 70 PLACE ASPHALT CONCRETE DIKE M 2.0000 25,400.00 1,404.000 2,808.00 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 148,400.00 2,515.200 100,608.00 AREA) 72 CONCRETE PAVEMENT M3 100.0000 2,220,000.00 0.000 0.00 73 SEAL PAVEMENT JOINT M 4.0000 166,400.00 0.000 0.00 74 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 413,625.00 3,407.940 425,992.50 S) PILING 75 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 89,000.00 89.762 89,762.00 S) PILING 76 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 122,400.00 68.000 122,400.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 569,600.00 206.900 662,080.00 S) PILING 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 0.024 18,000.00 0.456 342,000.00 S) 79 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 526,800.00 1,756.000 526,800.00 F) 80 STRUCTURAL CONCRETE, BRIDGE M3 543.0000 9,501,414.00 1,041.000 565,263.00 10,837.900 5,884,979.70 F) 81 STRUCTURE CONCRETE (PUMPING PLANT) M3 650.0000 424,450.00 24.000 15,600.00 281.000 182,650.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 410,150.00 13.700 8,905.00 13.700 8,905.00 F) (TYPE N) 83 CLASS 2 CONCRETE (RETAINING WALL) M3 300.0000 1,056,000.00 1,557.400 467,220.00 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 1,370.0000 665,820.00 1.150 1,575.50 40.360 55,293.20 F) 85 ARCHITECTURAL TREATMENT M2 75.0000 144,075.00 1,865.000 139,875.00 F) 86 SOUND WALL (MASONRY BLOCK) M2 120.0000 692,040.00 809.000 97,080.00 2,533.740 304,048.80 SF) 87 SOUND WALL (MASONRY BLOCK) (MOD) M2 150.0000 17,700.00 0.000 0.00 SF) 88 PTFE BEARING EA 3,800.0000 53,200.00 14.000 53,200.00 14.000 53,200.00 S) 89 PTFE SPHERICAL BEARING EA 4,200.0000 25,200.00 0.000 0.00 S) 90 MASONRY BLOCK FENCE M2 110.0000 27,500.00 0.000 0.00 S) 91 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 40,500.00 0.000 0.00 S) 92 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,800.0000 91,800.00 0.000 0.00 S) 93 JOINT SEAL (MR 40 MM) M 80.0000 8,400.00 0.000 0.00 S) 94 JOINT SEAL (MR 50 MM) M 100.0000 30,000.00 0.000 0.00 S) 95 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 2,950,970.00 120,260.000 132,286.00 1,856,722.000 2,042,394.20 SF) 96 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 234,096.00 101,257.000 101,257.00 SF) 97 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.1000 145,750.00 4,800.000 5,280.00 56,200.000 61,820.00 SF) 98 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 17,595.00 0.000 0.00 F) WITH WALKWAY) 99 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 17,595.00 0.000 0.00 SF)WITH WALKWAY) 00 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.5000 367,753.50 0.000 0.00 F) 01 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 40,861.50 0.000 0.00 SF) 02 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 42,010.00 0.000 0.00 F) 03 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 16,804.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 5 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 900.0000 24,300.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 70,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 06 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 80,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 07 ROADSIDE SIGN - ONE POST EA 175.0000 22,750.00 0.000 0.00 08 ROADSIDE SIGN - TWO POST EA 425.0000 7,650.00 0.000 0.00 09 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 3,600.00 0.000 0.00 METHOD) 10 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 2,520.00 0.000 0.00 11 INSTALL ROADSIDE SIGN EA 2,200.0000 4,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 12 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 938,000.00 440.800 77,140.00 13 750 MM ALTERNATIVE PIPE CULVERT M 230.0000 144,900.00 6.100 1,403.00 14 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 146,000.00 317.000 63,400.00 15 1050 MM CAST-IN-PLACE CONCRETE PIPE M 170.0000 66,300.00 381.000 64,770.00 16 1200 MM CAST-IN-PLACE CONCRETE PIPE M 220.0000 26,400.00 0.000 0.00 17 2100 MM CAST-IN-PLACE CONCRETE PIPE M 500.0000 470,000.00 0.000 0.00 18 450 MM REINFORCED CONCRETE PIPE M 130.0000 27,300.00 101.600 13,208.00 19 600 MM REINFORCED CONCRETE PIPE M 220.0000 303,600.00 145.400 31,988.00 607.200 133,584.00 20 750 MM REINFORCED CONCRETE PIPE M 730.0000 13,870.00 0.000 0.00 21 1200 MM REINFORCED CONCRETE PIPE M 475.0000 46,550.00 0.000 0.00 22 2100 MM REINFORCED CONCRETE PIPE M 1,100.0000 84,700.00 0.000 0.00 23 450 MM REINFORCED CONCRETE PIPE M 250.0000 11,250.00 48.200 12,050.00 (RUBBER GASKET JOINT) 24 600 MM REINFORCED CONCRETE PIPE M 300.0000 69,000.00 132.300 39,690.00 (RUBBER GASKET JOINT) 25 900 MM REINFORCED CONCRETE PIPE M 300.0000 225,000.00 2.400 720.00 476.700 143,010.00 (RUBBER GASKET JOINT) 26 1050 MM REINFORCED CONCRETE PIPE M 750.0000 150,000.00 19.300 14,475.00 (RUBBER GASKET JOINT) 27 1200 MM REINFORCED CONCRETE PIPE M 500.0000 85,000.00 -25.900 -12,950.00 313.700 156,850.00 (RUBBER GASKET JOINT) 28 1350 MM REINFORCED CONCRETE PIPE M 1,200.0000 66,000.00 0.000 0.00 (RUBBER GASKET JOINT) 29 1050 MM REINFORCED CONCRETE PRESSURE M 1,200.0000 252,000.00 4.800 5,760.00 PIPE (RUBBER GASKET JOINT) 30 JACKED 600 MM REINFORCED CONCRETE PIPE M 800.0000 120,000.00 79.300 63,440.00 PROGRAM CAS145 PAGE 6 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 600 MM CORRUGATED STEEL PIPE M 250.0000 47,500.00 12.800 3,200.00 (2.77 MM THICK) 32 100 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 218,250.00 0.000 0.00 33 100 MM PLASTIC PIPE M 84.0000 71,400.00 0.000 0.00 (EDGE DRAIN OUTLET) 34 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 450.0000 39,150.00 88.400 39,780.00 35 600 MM STEEL FLARED END SECTION EA 350.0000 5,600.00 2.000 700.00 36 DRAINAGE INLET (TYPE D) EA 1,500.0000 16,500.00 4.000 6,000.00 5.000 7,500.00 37 DRAINAGE INLET (TYPE DD) EA 4,400.0000 61,600.00 7.000 30,800.00 38 OUTFALL STRUCTURE EA 13,000.0000 78,000.00 3.000 39,000.00 39 PUMP STATION RISER (FRESNO EA 18,500.0000 74,000.00 0.000 0.00 METROPOLITAN FLOOD CONTROL DISTRICT) 40 DRY WELL EA 8,000.0000 8,000.00 0.000 0.00 41 200 MM PLASTIC PIPE (PR 200) M 180.0000 16,740.00 92.400 16,632.00 S) (SEWER LINE) 42 MANHOLE (TYPE A) EA 3,750.0000 101,250.00 13.000 48,750.00 S) 43 MANHOLE (TYPE B) EA 5,500.0000 11,000.00 0.000 0.00 S) 44 MANHOLE (TYPE C) EA 3,100.0000 9,300.00 5.000 15,500.00 S) 45 PRESSURE MANHOLE EA 8,500.0000 17,000.00 0.000 0.00 S) 46 MINOR CONCRETE (BACKFILL) M3 120.0000 39,600.00 0.600 72.00 46.800 5,616.00 47 ROCK SLOPE PROTECTION M3 130.0000 16,900.00 7.400 962.00 (BACKING NO. 2, METHOD B) 48 SLOPE PAVING (CONCRETE) M3 500.0000 260,500.00 0.000 0.00 F) 49 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,140.00 10.500 63.00 50 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 696,000.00 474.380 189,752.00 613.580 245,432.00 CONSTRUCTION) 51 DRAINAGE PUMPING EQUIPMENT (LOCATION A) LS 120,000.0000 120,000.00 0.000 0.00 S) 52 DRAINAGE PUMPING EQUIPMENT (LOCATION B) LS 120,000.0000 120,000.00 0.000 0.00 S) 53 PUMPING PLANT ELECTRICAL EQUIPMENT LS 115,000.0000 115,000.00 0.000 0.00 S) (LOCATION A) 54 PUMPING PLANT ELECTRICAL EQUIPMENT LS 170,000.0000 170,000.00 0.000 0.00 S) (LOCATION B) 55 MISCELLANEOUS IRON AND STEEL KG 5.0000 840.00 0.000 0.00 SF) 56 MANHOLE FRAME AND COVER EA 300.0000 9,600.00 9.000 2,700.00 S) 57 MANHOLE FRAME AND COVER (PRESSURE) EA 450.0000 900.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INLET FRAME AND GRATE EA 300.0000 78,000.00 1.000 300.00 12.000 3,600.00 S) 59 INLET FRAME AND GRATE (TYPE 600 - 12 X) EA 300.0000 1,800.00 6.000 1,800.00 S) 60 MISCELLANEOUS METAL KG 9.0000 51,750.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 61 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 115,380.00 8,978.000 80,802.00 SF) 62 PUMPING PLANT METAL WORK (LOCATION A) KG 13.0000 84,500.00 0.000 0.00 SF) 63 PUMPING PLANT METAL WORK (LOCATION B) KG 13.0000 85,800.00 0.000 0.00 SF) 64 CHAIN LINK FENCE (TYPE CL-1.8) M 22.5000 192,150.00 5,038.000 113,355.00 S) 65 CHAIN LINK FENCE (TYPE CL-2.4) M 39.0000 9,360.00 0.000 0.00 S) 66 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 450.0000 3,150.00 0.000 0.00 S) 67 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 1,400.00 2.000 1,400.00 S) 68 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 750.0000 3,750.00 0.000 0.00 S) 69 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 15,300.00 0.000 0.00 S) 70 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 1,100.00 0.000 0.00 S) 71 SURVEY MONUMENT EA 400.0000 30,400.00 0.000 0.00 72 DELINEATOR (CLASS 1) EA 25.0000 7,000.00 0.000 0.00 S) 73 OBJECT MARKER (TYPE L) EA 30.0000 240.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE P) EA 65.0000 260.00 0.000 0.00 S) 75 OBJECT MARKER (TYPE K-1) EA 30.0000 690.00 0.000 0.00 S) 76 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 158,080.00 0.000 0.00 S) 77 CHAIN LINK RAILING (TYPE 7) M 100.0000 51,700.00 157.000 15,700.00 157.000 15,700.00 SF) 78 CHAIN LINK RAILING (TYPE 7L) M 200.0000 139,600.00 0.000 0.00 SF) 79 CONCRETE BARRIER (TYPE 26) M 350.0000 181,650.00 281.000 98,350.00 281.000 98,350.00 F) 80 CABLE RAILING M 25.0000 19,500.00 0.000 0.00 S) 81 END SECTION EA 75.0000 750.00 0.000 0.00 S) 82 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 21,000.00 0.000 0.00 S) 83 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 3,300.00 0.000 0.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 825.0000 11,550.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RETURN SECTION EA 100.0000 1,400.00 0.000 0.00 S) 86 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0.00 S) 87 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 1,600.00 0.000 0.00 S) 88 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 180,000.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 732) M 150.0000 345,150.00 0.000 0.00 F) 90 CONCRETE BARRIER (TYPE 732A) M 230.0000 48,300.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 732 MOD) M 330.0000 31,680.00 0.000 0.00 F) 92 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 13,600.00 0.000 0.00 S) 93 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 37,350.00 0.000 0.00 S) (SPRAYABLE) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 12,351.00 0.000 0.00 S) 95 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 S) 96 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.000 0.00 S) 97 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 0.005 400.00 S) 98 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 0.006 480.00 S) 99 SIGNAL AND LIGHTING (LOCATION 5) LS 90,000.0000 90,000.00 0.303 27,270.00 0.319 28,710.00 S) 00 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 0.010 650.00 0.887 57,655.00 S) (CITY STREET LOCATION 1) 01 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.064 5,760.00 S) (CITY STREET LOCATION 2) 02 SIGNAL AND LIGHTING LS 92,000.0000 92,000.00 0.242 22,264.00 S) (CITY STREET LOCATION 3) 03 LIGHTING (CITY STREET) LS 60,000.0000 60,000.00 0.188 11,280.00 0.233 13,980.00 S) 04 LIGHTING (DETOUR) LS 35,000.0000 35,000.00 0.932 32,620.00 S) 05 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.036 14,400.00 0.106 42,400.00 S) 06 HIGHWAY ADVISORY RADIO SYSTEM LS 66,000.0000 66,000.00 0.000 0.00 S) 07 CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 08 COMMUNICATION CONDUIT LS 400,000.0000 400,000.00 0.002 800.00 0.015 6,000.00 S) 09 TRAFFIC MONITORING STATION (LOCATION 1) LS 21,000.0000 21,000.00 0.000 0.00 S) 10 TRAFFIC MONITORING STATION (LOCATION 2) LS 21,000.0000 21,000.00 0.000 0.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 3) LS 21,000.0000 21,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.000 0.00 S) (LOCATION 1) 13 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 0.000 0.00 S) (LOCATION 2) 14 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 S) (LOCATION 3) 15 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.029 899.00 S) (LOCATION 4) 16 RAMP METERING SYSTEM (LOCATION 1) LS 52,000.0000 52,000.00 0.000 0.00 S) 17 RAMP METERING SYSTEM (LOCATION 2) LS 43,000.0000 43,000.00 0.000 0.00 S) 18 RAMP METERING SYSTEM (LOCATION 3) LS 63,000.0000 63,000.00 0.019 1,197.00 S) 19 COMMUNICATION HUB BUILDING LS 96,000.0000 96,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:55 AM ESTIMATE NO. 13 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: REISZ, KEVIN DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,299,933.99 17,922,126.24 ADJUSTMENT OF COMPENSATION 0.00 163,739.87 EXTRA WORK 20,004.15 305,741.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,319,938.14 18,391,607.86 20 MOBILIZATION LS 4900,000.0000 4,900,000.00 0.950 4,655,000.00 ORIGINAL CONTRACT AMOUNT 49,462,927.00 TOTAL WORK COMPLETED 2,319,938.14 23,046,607.86 MATERIALS ON HAND ON SITE 1,323,254.96 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,600.00 -3,600.00 TOTAL 2,316,338.14 24,366,262.82 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 08/05/02 540 08/20/02 08/20/02 12/16/04 250 20 0 17 45% 43% PROGRESS IS SATISFACTORY REISZ, KEVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/03