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 03/23/04 EST. NO.33 TIME 08:00 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0011 321.00 E.W. @ F.A.(+) 022304 N 2467.1 0012 276.22 030104 N 2477 0 0013 48.24 030904 N 2493 0 016 0188 65.73 E.W. @ F.A.(+) 020904 N 2452 0 0189 121.34 021004 N 2454 0 0190 147.27 022004 N 2460 0 0191 72.32 021704 N 2463 0 0192 58.33 021804 N 2464 0 0193 320.99 022304 N 2467 0 0194 126.87 022504 N 2471 0 0195 118.34 022604 N 2473 0 0196 485.45 030104 N 2476 0 0197 633.22 030204 N 2478 0 0198 384.06 030904 N 2491 0 0199 545.03 030904 N 2492 0 0200 142.59 031004 N 2494 0 0201 675.82 031104 N 2495 0 0202 77.38 031204 N 2497 0 0203 40.24 031004 N 2494.1 069 0002 200.00 E.W. @ L.S.(+) 030904 N 69.2 0 083 0067 499.49 E.W. @ F.A.(+) 021904 N 2457 0 0068 788.76 021904 N 2458 0 0069 33,576.40 022004 N 2451 0 0070 717.09 022004 N 2459 0 0071 211.29 021604 N 2461 0 0072 840.98 021704 N 2462 0 0073 1,855.86 021804 N 2465 0 0074 1,688.69 022304 N 2466 0 0075 1,181.84 022404 N 2468 0 0076 2,041.56 022504 N 2470 0 0077 803.37 022504 N 2470.1 0078 1,938.24 022604 N 2472 0 0079 1,058.10 022604 N 2474.1 0080 1,695.82 022704 N 2474 0 0081 478.51 022704 N 2475 0 0082 7,555.56 022504 N 2487 0 0083 499.49 030204 N 2479 0 0084 83.25 030304 N 2481 0 0085 83.25 030304 N 2483 0 0086 2,243.03 031204 N 2496 0 090 0001 4,180.00 A.C. @ U.P.(+) 012004 N SELBY1 095 0001 49,347.89 A.C. @ L.S.(+) 030904 N REED 1 118,228.91 TOTAL THIS ESTIMATE 4,460,489.16 TOTAL PREVIOUS ESTIMATE 4,578,718.07 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 03/23/04 EST. NO.33 TIME 08:00 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEFICIENT AB THICKNS -306.90 13 ITEM 85 CIDH ANOMALY -328.13 17 OUT OF SPEC AB -3,600.00 21 ITEM 85 CIDH ANOMALY -3,218.50 23 OUT OF SPEC AB PVCUL -104.85 23 RESTAKE DS 64 -300.00 26 0.00 -7,858.38 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 02 MISSING PYRLS -10,000.00 03 MISSING PYRLS RECD 20,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 -7,858.38 PROGRAM CAS145 PAGE 1 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 LOCATION PROGRESS ESTIMATE 10-TUO-108-R1.8/4.6 ----------------- GOODFELLOW HARRIS JOINT IN TUOLUMNE COUNTY NEAR SONORA FROM VENTURE 0.3 KM WEST OF SANGUINETTI OVERHEAD P O BOX 598 TO 0.5 KM EAST OF STANDARD ROAD WENATCHEE WA 98807 FED. AID NO. ACST-P108(37)E ,P-P108(37)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.750 15,000.00 02 TIME-RELATED OVERHEAD WDAY 1,700.0000 816,000.00 16.000 27,200.00 411.000 698,700.00 03 TEMPORARY ENVIRONMENTAL FENCE M 20.0000 6,400.00 6,855.320 137,106.40 04 TEMPORARY CULVERT M 200.0000 14,800.00 0.000 0.00 05 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.950 142,500.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.010 250.00 0.530 13,250.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.020 3,000.00 0.890 133,500.00 S) 09 TYPE III BARRICADE EA 200.0000 15,600.00 134.000 26,800.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 180,800.00 194.780 1,558.24 31,790.710 254,325.68 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 145.0000 14,065.00 406.150 58,891.75 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,500.00 91.000 3,185.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 6,800.00 2,164.000 10,820.00 S) 14 TEMPORARY SIGNAL SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.020 1,000.00 0.890 44,500.00 S) 16 TEMPORARY RAILING (TYPE K) M 50.0000 145,500.00 2,694.900 134,745.00 17 TEMPORARY CRASH CUSHION MODULE EA 430.0000 77,400.00 303.000 130,290.00 S) 18 ABANDON CULVERT EA 2,500.0000 45,000.00 40.000 100,000.00 19 ABANDON BOX CULVERT EA 7,000.0000 21,000.00 3.000 21,000.00 20 REMOVE FENCE M 4.5000 46,800.00 11,275.540 50,739.93 21 REMOVE TRAFFIC STRIPE M 2.5000 14,725.00 98.440 246.10 4,672.190 11,680.48 S) 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 5,720.00 252.700 5,559.40 S) PROGRAM CAS145 PAGE 2 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 5.0000 455.00 7.000 35.00 1,508.000 7,540.00 S) 24 REMOVE ROADSIDE SIGN EA 150.0000 7,650.00 24.000 3,600.00 25 REMOVE ROADSIDE SIGN PANEL EA 150.0000 300.00 2.000 300.00 26 REMOVE ASPHALT CONCRETE DIKE M 15.0000 16,800.00 939.720 14,095.80 27 REMOVE DRAINAGE FACILITY EA 500.0000 6,500.00 14.000 7,000.00 28 REMOVE INLET EA 500.0000 2,500.00 8.000 4,000.00 29 REMOVE DOWNDRAIN EA 500.0000 6,500.00 17.000 8,500.00 30 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 50,400.00 152.680 10,687.60 31 RESET ROADSIDE SIGN EA 100.0000 1,600.00 5.000 500.00 32 RELOCATE MAILBOX EA 150.0000 1,350.00 23.000 3,450.00 33 RELOCATE ROADSIDE SIGN EA 125.0000 625.00 4.500 562.50 34 ADJUST LOOP DETECTOR HANDHOLE TO GRADE EA 300.0000 2,100.00 7.000 2,100.00 35 MODIFY INLET EA 1,700.0000 1,700.00 1.000 1,700.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 32.0000 173,440.00 7,602.890 243,292.48 S) 37 REMOVE CONCRETE M3 100.0000 2,300.00 20.800 2,080.00 38 CLEAN BRIDGE DECK M2 4.0000 3,388.00 1,460.000 5,840.00 39 BRIDGE REMOVAL (PORTION) LS 25,000.0000 25,000.00 1.000 25,000.00 40 CLEARING AND GRUBBING LS 360,000.0000 360,000.00 1.000 360,000.00 41 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.009 405.00 0.927 41,715.00 42 ROADWAY EXCAVATION M3 6.1000 7,869,000.00 1,200,473.000 7,322,885.30 43 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 79,800.00 2,660.000 79,800.00 F) 44 STRUCTURE EXCAVATION (TYPE D) M3 250.0000 410,000.00 1,640.000 410,000.00 F) 45 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 6,750.00 457.000 6,855.00 46 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 157,625.00 202.200 13,143.00 1,981.400 128,791.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 48,600.00 810.000 48,600.00 48 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 5,840.00 145.300 11,624.00 WALL) 49 DITCH EXCAVATION M3 7.5000 153,750.00 12,200.300 91,502.25 PROGRAM CAS145 PAGE 3 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 12.0000 2,664,000.00 0.000 0.00 51 IMPORTED MATERIAL (SHOULDER BACKING) TONN 75.0000 11,250.00 177.120 13,284.00 52 HIGHWAY PLANTING LS 175,000.0000 175,000.00 0.028 4,900.00 S) 53 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.200 2,000.00 54 DUFF HA 4,000.0000 220,000.00 0.691 2,764.00 S) 55 STRAW (EROSION CONTROL) TONN 385.0000 53,900.00 172.500 66,412.50 S) 56 FIBER (EROSION CONTROL) KG 0.4000 7,480.00 41,589.590 16,635.84 S) 57 COMPOST (EROSION CONTROL) KG 0.3000 18,090.00 190,070.600 57,021.18 S) 58 ROCK COLORIZATION M2 8.0000 212,800.00 0.000 0.00 S) 59 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 28,400.00 1,189.442 84,450.38 S) 60 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,660.00 16,655.620 11,658.93 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 3,000.00 6,457.420 6,457.42 S) 62 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.000 0.00 S) 63 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.436 174,400.00 S) 64 WATER METER (LOCATION A) EA 32,500.0000 32,500.00 1.000 32,500.00 S) 65 WATER METER (LOCATION B) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 66 WATER METER (LOCATION C) EA 32,500.0000 32,500.00 1.000 32,500.00 S) 67 WATER METER (LOCATION D) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 68 WATER METER (LOCATION E) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 69 WATER METER (LOCATION F) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 70 WATER METER (AT BOOSTER PUMP) EA 6,500.0000 6,500.00 1.000 6,500.00 S) 71 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.950 14,250.00 72 CLASS 2 AGGREGATE BASE M3 55.0000 2,354,000.00 42,861.440 2,357,379.20 73 ASPHALT TREATED PERMEABLE BASE M3 97.0000 439,410.00 3,758.400 364,564.80 74 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 39,000.00 521.200 156,360.00 75 ASPHALT CONCRETE TONN 65.0000 3,666,000.00 58,410.343 3,796,672.30 76 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 87.0000 1,052,700.00 12,011.770 1,045,023.99 PROGRAM CAS145 PAGE 4 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 42,750.00 526.439 13,160.98 AREA) 78 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,520.00 4,262.780 17,051.12 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 2,200.00 378.050 1,512.20 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 35,520.00 8,378.530 33,514.12 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 991.050 3,964.20 82 ASPHALTIC EMULSION (PAINT BINDER) TONN 310.0000 37,200.00 89.152 27,637.12 83 FURNISH STEEL PILING (HP 250 X 85) M 55.0000 21,285.00 379.600 20,878.00 84 DRIVE STEEL PILE (HP 250 X 85) EA 1,800.0000 75,600.00 42.000 75,600.00 S) 85 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 314.0000 669,134.00 1,879.331 590,109.93 S) PILING 86 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 0.866 277,120.00 S) 87 TIEDOWN ANCHOR EA 3,200.0000 51,200.00 16.000 51,200.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 399,300.00 1,331.000 399,300.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 570.0000 3,638,310.00 333.300 189,981.00 6,385.700 3,639,849.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 148,050.00 329.000 148,050.00 F) 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 8,000.00 10.000 8,000.00 F) (TYPE EQ) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 243,200.00 42.000 33,600.00 185.000 148,000.00 F) (TYPE N) 93 CLASS 4 CONCRETE (BACKFILL) M3 225.0000 3,150.00 110.340 24,826.50 F) 94 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 190,800.00 92.000 110,400.00 F) 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 100,800.00 77.480 92,976.00 F) 96 DRILL AND BOND DOWEL M 150.0000 1,050.00 7.000 1,050.00 97 CLEAN EXPANSION JOINT M 100.0000 4,700.00 46.560 4,656.00 98 PTFE BEARING EA 4,500.0000 27,000.00 6.000 27,000.00 S) 99 JOINT SEAL (TYPE AL) M 150.0000 1,350.00 8.700 1,305.00 S) 00 JOINT SEAL (MR 30 MM) M 105.0000 1,470.00 14.000 1,470.00 S) 01 JOINT SEAL (MR 15 MM) M 110.0000 5,170.00 49.760 5,473.60 S) 02 JOINT SEAL ASSEMBLY (MR 70 MM) M 650.0000 28,600.00 0.000 0.00 S) 03 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 40,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL (MR 40 MM) M 170.0000 2,890.00 17.000 2,890.00 S) 05 JOINT SEAL (MR 50 MM) M 220.0000 6,160.00 28.000 6,160.00 S) 06 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 1,430,632.00 30,000.000 42,000.00 1,020,466.000 1,428,652.40 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 29,102.00 14,551.000 29,102.00 SF) 08 TREAT BRIDGE DECK M2 4.0000 3,388.00 1,467.000 5,868.00 F) 09 FURNISH BRIDGE DECK TREATMENT MATERIAL L 40.0000 13,560.00 608.000 24,320.00 10 ROADSIDE SIGN - ONE POST EA 190.0000 26,600.00 3.000 570.00 47.000 8,930.00 11 ROADSIDE SIGN - TWO POST EA 250.0000 4,000.00 4.000 1,000.00 12 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 250.00 0.000 0.00 METHOD) 13 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 100.00 0.000 0.00 EXISTING POST 14 INSTALL ROADSIDE SIGN EA 1,600.0000 12,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 15 2250 MM ALTERNATIVE PIPE CULVERT M 1,800.0000 16,200.00 9.100 16,380.00 S) 16 200 MM ALTERNATIVE PIPE CULVERT M 150.0000 9,450.00 57.300 8,595.00 17 300 MM ALTERNATIVE PIPE CULVERT M 210.0000 16,380.00 165.400 34,734.00 18 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 256,800.00 1,226.560 294,374.40 19 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 364,000.00 1,370.800 383,824.00 20 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 23,700.00 102.900 30,870.00 21 900 MM ALTERNATIVE PIPE CULVERT M 330.0000 115,500.00 358.100 118,173.00 22 1050 MM ALTERNATIVE PIPE CULVERT M 750.0000 11,250.00 14.930 11,197.50 23 1200 MM ALTERNATIVE PIPE CULVERT M 800.0000 69,600.00 128.260 102,608.00 24 1350 MM ALTERNATIVE PIPE CULVERT M 900.0000 29,700.00 39.000 35,100.00 25 1800 MM ALTERNATIVE PIPE CULVERT M 1,350.0000 202,500.00 150.700 203,445.00 (TYPE A) 26 1800 MM ALTERNATIVE PIPE CULVERT M 900.0000 27,900.00 0.000 0.00 (TYPE B) 27 2100 MM ALTERNATIVE PIPE CULVERT M 950.0000 180,500.00 200.000 190,000.00 28 2400 MM ALTERNATIVE PIPE CULVERT M 1,500.0000 84,000.00 0.000 0.00 29 200 MM CORRUGATED STEEL PIPE M 150.0000 78,000.00 449.262 67,389.30 (1.63 MM THICK) 30 300 MM SLOTTED CORRUGATED STEEL PIPE M 225.0000 4,500.00 0.000 0.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 6 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 150 MM NON-PERFORMATED STEEL PIPE M 120.0000 2,160.00 24.000 2,880.00 UNDERDRAIN 32 100 MM NON-PERFORATED PLASTIC PIPE M 105.0000 2,625.00 0.000 0.00 UNDERDRAIN 33 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 174,800.00 6,330.700 126,614.00 34 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 38.0000 79,420.00 1,306.410 49,643.58 35 ROCK DRAIN EA 5,300.0000 5,300.00 1.000 5,300.00 36 300 MM ALTERNATIVE PIPE UNDERDRAIN M 150.0000 67,500.00 691.400 103,710.00 37 300 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 151,200.00 716.800 129,024.00 38 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 17,400.00 169.800 33,960.00 39 300 MM CORRUGATED STEEL PIPE RISER M 375.0000 6,000.00 14.100 5,287.50 (2.01 MM THICK) 40 2100 MM ALTERNATIVE FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000.00 41 300 MM ALTERNATIVE FLARED END SECTION EA 280.0000 14,840.00 54.000 15,120.00 42 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 10,200.00 44.000 13,200.00 43 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 10,850.00 29.000 10,150.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 3,000.00 4.000 2,000.00 45 900 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 13.000 7,800.00 46 1050 MM ALTERNATIVE FLARED END SECTION EA 900.0000 3,600.00 2.000 1,800.00 47 1200 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000.00 48 1350 MM ALTERNATIVE FLARED END SECTION EA 1,350.0000 2,700.00 2.000 2,700.00 49 1800 MM ALTERNATIVE FLARED END SECTION EA 2,200.0000 2,200.00 1.000 2,200.00 50 900 MM ALTERNATIVE PIPE INLET M 1,800.0000 106,200.00 57.490 103,482.00 51 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 30.0000 231,900.00 5,735.930 172,077.90 52 SLOPE PAVING (CONCRETE) M3 550.0000 49,500.00 0.000 0.00 F) 53 ROCK SLOPE PROTECTION FABRIC M2 2.0000 49,200.00 20,514.230 41,028.46 54 MINOR CONCRETE (CURB AND SIDEWALK) M3 800.0000 46,400.00 18.070 14,456.00 55 MINOR CONCRETE (GUTTER) M3 300.0000 2,100.00 6.600 1,980.00 56 MISCELLANEOUS IRON AND STEEL KG 2.0000 36,336.00 16,622.000 33,244.00 SF) 57 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 38,430.00 3,843.000 34,587.00 SF) PROGRAM CAS145 PAGE 7 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 WELL DEVELOPMENT LS 3,500.0000 3,500.00 1.000 3,500.00 59 TESTING WELL HR 330.0000 2,640.00 30.000 9,900.00 60 DRILLING AND ENCASING WELL M 400.0000 18,400.00 137.200 54,880.00 61 WELL PUMP SYSTEM LS 5,700.0000 5,700.00 1.000 5,700.00 62 FENCE (TYPE WM, METAL POST) M 16.0000 83,520.00 4,044.600 64,713.60 S) 63 FENCE TYPE WM (DEER FENCE) M 28.0000 79,240.00 2,119.450 59,344.60 S) 64 CHAIN LINK FENCE (TYPE CL-1.2) M 35.0000 3,045.00 83.000 2,905.00 S) 65 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 39,550.00 366.000 12,810.00 S) 66 ONE WAY DEER GATE EA 2,800.0000 11,200.00 0.000 0.00 S) 67 DELINEATOR (CLASS 1) EA 30.0000 14,100.00 57.000 1,710.00 68 METAL BEAM GUARD RAILING M 48.0000 111,840.00 2,403.570 115,371.36 S) 69 CONCRETE BARRIER (TYPE 25) M 140.0000 157,640.00 304.000 42,560.00 F) 70 CONCRETE BARRIER (TYPE 25B MODIFIED) M 300.0000 7,500.00 25.000 7,500.00 F) 71 CONCRETE BARRIER (TYPE 25R) M 1,000.0000 2,000.00 2.000 2,000.00 F) 72 TERMINAL SYSTEM (TYPE ET) EA 3,700.0000 3,700.00 5.000 18,500.00 S) 73 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 100,000.00 32.000 64,000.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 525.0000 5,775.00 6.000 3,150.00 S) 75 QUADGUARD CRASH CUSHION EA 18,000.0000 18,000.00 0.000 0.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 67,500.00 1.660 83.00 676.340 33,817.00 S) 77 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 38,100.00 17.600 10.56 29,783.700 17,870.22 S) (SPRAYABLE) 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,080.00 0.000 0.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 22,360.00 2,616.000 10,464.00 S) 80 SIGNAL AND LIGHTING (LOCATION 1) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 81 SIGNAL AND LIGHTING (LOCATION 2) LS 70,000.0000 70,000.00 0.960 67,200.00 S) 82 SIGNAL AND LIGHTING (LOCATION 3) LS 70,000.0000 70,000.00 0.330 23,100.00 0.950 66,500.00 S) 83 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 84 SIGNAL AND LIGHTING (LOCATION 5) LS 70,000.0000 70,000.00 1.000 70,000.00 S) PROGRAM CAS145 PAGE 8 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.400 28,000.00 S) SERVICE (IRRIGATION) (LOCATION 6) 86 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 1.000 70,000.00 S) SERVICE (IRRIGATION) (LOCATION 7) 87 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.130 9,100.00 0.740 51,800.00 S) SERVICE (IRRIGATION) (LOCATION 8) 88 LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 0.500 5,000.00 S) 89 LIGHTING (LOCATION 10) LS 20,000.0000 20,000.00 0.300 6,000.00 0.900 18,000.00 S) 90 LIGHTING AND ELECTRICAL SERVICE LS 30,000.0000 30,000.00 0.733 21,990.00 S) (IRRIGATION) (LOCATION 11) 91 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 1.000 25,000.00 S) (IRRIGATION) (LOCATION 12) 92 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.420 10,500.00 0.900 22,500.00 S) (IRRIGATION) (LOCATION 13) 93 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,100.0000 33,600.00 12.000 25,200.00 S) 94 ELECTRICAL SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000.00 S) (LOCATION 14) 95 ELECTRICAL SERVICE (IRRIGATION) LS 7,000.0000 7,000.00 0.290 2,030.00 1.000 7,000.00 S) (LOCATION 15) 96 ELECTRICAL SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.460 9,200.00 S) (LOCATION 16) 97 ELECTRICAL SERVICE (IRRIGATION) LS 6,000.0000 6,000.00 1.000 6,000.00 S) (LOCATION 17) 98 BOOSTER PUMP ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 99 BOOSTER PUMP SYSTEM EA 21,000.0000 21,000.00 0.000 0.00 S) 00 TRAFFIC MONITORING STATION AND LS 30,000.0000 30,000.00 0.400 12,000.00 S) ELECTRICAL SERVICE (IRRIGATION) 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 SPECIAL CLEARING AND GRUBBING HA 20,000.0000 40,000.00 1.410 28,200.00 03 IMPORTED BORROW (SELECT MATERIAL) M3 30.0000 621,000.00 0.000 0.00 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 4,200.00 4.000 2,800.00 PROGRAM CAS145 PAGE 9 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:00 AM ESTIMATE NO. 33 BID OPENING 05/02/01 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: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 364,311.90 30,031,895.70 ADJUSTMENT OF COMPENSATION 53,527.89 940,429.82 EXTRA WORK 64,701.02 3,638,288.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 482,540.81 34,610,613.77 06 MOBILIZATION LS 3900,000.0000 3,900,000.00 1.000 3,900,000.00 ORIGINAL CONTRACT AMOUNT 39,395,365.00 TOTAL WORK COMPLETED 482,540.81 38,510,613.77 MATERIALS ON HAND ON SITE 175,589.28 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,858.38 TOTAL 482,540.81 38,678,344.67 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 07/07/01 1230 07/20/01 07/20/01 08/20/07 411 249 35 0 95% 80% PROGRESS IS SATISFACTORY MARQUEZ, PAMELA J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 03/23/04