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 09/07/05 EST. NO.29 TIME 02:24 PM R.E. NAME: BLINE, JEFF 02-3259U4 --------------------------------------------------------------------------- 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 0007 464.74 E.W. @ F.A.(+) 092104 N 0007 0 0008 531.00 092204 N 0008 0 0009 4,024.84 111204 N 0009 0 0010 352.46 111004 N 0010 0 0011 2,905.95 111104 N 0011 0 003 0003 2,647.72 E.W. @ F.A.(+) 092303 N 0011.0 0004 2,048.93 092403 N 0012.0 010 0010 1,076.84 E.W. @ F.A.(+) 061104 N 0010 0 0011 198.14 061704 N 0011 0 0012 49.73 061404 N 0012 0 0013 4,372.85 011504 N 0013 0 014 0001 460.47 E.W. @ F.A.(+) 100203 N 0032.0 0002 7,001.86 101303 N 0013.0 022 0001 1,218.37 E.W. @ F.A.(+) 071404 N 0001 0 0002 1,311.06 072304 N 0002 0 0003 442.81 072604 N 0003 0 024 0011 2,186.66 E.W. @ F.A.(+) 110503 N 0015.0 0012 1,487.30 110403 N 0016.0 0013 3,060.59 110603 N 0014.0 025 0001 -34,540.91 A.C. @ L.S.(-) 041105 N 0001 0 029 0001 30,000.00 A.C. @ L.S.(+) 081005 N 0001 0 030 0001 9,100.27 A.C. @ L.S.(+) 081005 N 0001 0 031 0001 3,600.00 A.C. @ L.S.(+) 081005 N 0001 0 032 0001 38,000.00 A.C. @ L.S.(+) 081005 N 0001 0 033 0001 2,124.90 A.C. @ L.S.(+) 081005 N 0001 0 84,126.58 TOTAL THIS ESTIMATE 1,081,584.35 TOTAL PREVIOUS ESTIMATE 1,165,710.93 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 09/07/05 EST. NO.29 TIME 02:24 PM R.E. NAME: BLINE, JEFF 02-3259U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SPEC 10-1.10 -126,329.55 12 RELEASE CPM DEDUCT 126,329.55 13 CPM SUBMITTAL DEDUCT -203,793.80 19 CPM SUBMITTAL DEDUCT -225,204.46 20 CPM SUBMITTAL DEDUCT -70,624.79 21 CPM SUBMITTAL DEDUCT -53,803.06 22 CPM SUBMITTAL DEDUCT -35,320.03 23 CPM SUBMITTAL DEDUCT 449,153.69 24 CPM SUBMITTAL DEDUCT 139,592.45 25 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402(F) -10,000.00 25 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 14 MISSING PAYROLLS -3,183.03 15 P/R DISCREPANCY -1,000.00 16 REC'D PAYROLLS 10,000.00 16 REC'D PAYROLLS 3,183.00 16 MISSING P/R'S 05/04 -6,488.50 18 RECEIVED P/R'S 03/04 1,000.03 18 LABOR COMPLIANCE VIO -10,000.00 19 PER LTR DATED 07/04 -10,000.00 20 LABOR COMPLIANCE VIO -10,000.00 21 REC'D PAYROLLS 16,488.50 24 LABOR COMPLIANCE VIO 15,000.00 25 REC'D PAYROLLS 5,000.00 27 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3259U4 TIME 02:24 PM ESTIMATE NO. 29 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/04 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/07/05 LOCATION SEMI-FINAL ESTIMATE 02-PLU-70-41.5/46.3 ------------------- BALDWIN CONTRACTING COMPANY IN PLUMAS COUNTY AT AND NEAR QUINCY INC FROM PURDY LANE TO CLOUGH STREET 1764 SKYWAY CHICO CA 95928 FED. AID NO. ACST-P070(77)E ,P-P070(77)E ,STPL-5909(65) ROADWAY AND BRIDGE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 13,050.0000 13,050.00 1.000 13,050.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 210,000.00 238.000 238,000.00 03 TEMPORARY FENCE M 7.0000 5,390.00 586.900 4,108.30 04 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 0.800 4,800.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 7,500.0000 7,500.00 1.000 7,500.00 06 TEMPORARY FIBER ROLL EA 75.0000 6,000.00 13.000 975.00 07 TEMPORARY SILT FENCE M 21.0000 5,460.00 169.300 3,555.30 08 TEMPORARY STRAW BALE EA 10.0000 180.00 36.000 360.00 09 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.900 9,000.00 10 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 11,400.00 380.880 7,617.60 S) 12 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 5,120.00 1,282.000 5,128.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 2,674.00 3,980.000 2,786.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 26,000.0000 130,000.00 5.000 130,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 80.0000 23,200.00 317.200 25,376.00 16 TEMPORARY CRASH CUSHION MODULE EA 400.0000 22,400.00 56.000 22,400.00 S) 17 ABANDON CULVERT EA 800.0000 5,600.00 6.000 4,800.00 18 REMOVE CATTLE GUARD EA 600.0000 600.00 1.000 600.00 19 REMOVE FENCE (TYPE BW) M 6.0000 378.00 152.200 913.20 20 REMOVE GATE EA 500.0000 500.00 1.000 500.00 21 REMOVE MARKER EA 25.0000 2,350.00 92.000 2,300.00 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,560.00 77.600 1,552.00 PROGRAM CAS145 PAGE 2 DATE 09/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3259U4 TIME 02:24 PM ESTIMATE NO. 29 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/04 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 24 REMOVE TRAFFIC STRIPE M 2.5000 90.00 154.000 385.00 25 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 600.0000 3,600.00 6.000 3,600.00 26 REMOVE ROADSIDE SIGN EA 125.0000 26,250.00 206.000 25,750.00 27 REMOVE CULVERT M 200.0000 46,000.00 241.800 48,360.00 28 REMOVE INLET EA 1,100.0000 8,800.00 8.000 8,800.00 29 REMOVE HEADWALL EA 1,100.0000 4,400.00 6.000 6,600.00 30 REMOVE ASPHALT CONCRETE SURFACING M2 15.0000 13,650.00 1,090.990 16,364.85 31 REMOVE DELINEATOR EA 25.0000 2,750.00 101.000 2,525.00 32 RECONSTRUCT MAILBOX EA 350.0000 1,400.00 7.000 2,450.00 33 RESET ROADSIDE SIGN EA 350.0000 1,750.00 3.000 1,050.00 34 RELOCATE ROADSIDE SIGN EA 350.0000 700.00 6.000 2,100.00 35 ADJUST SEWER CLEANOUT TO GRADE EA 350.0000 2,100.00 8.000 2,800.00 36 ADJUST WATER VALVE COVER TO GRADE EA 300.0000 13,500.00 95.000 28,500.00 37 ADJUST WATER METER BOX TO GRADE EA 300.0000 3,900.00 9.000 2,700.00 38 ADJUST MANHOLE TO GRADE EA 475.0000 24,700.00 70.000 33,250.00 39 MODIFY INLET (TYPE A) EA 1,200.0000 4,800.00 4.000 4,800.00 40 MODIFY INLET (TYPE B) EA 1,200.0000 4,800.00 4.000 4,800.00 41 MODIFY INLET (TYPE C) EA 1,200.0000 1,200.00 1.000 1,200.00 42 MODIFY INLET (TYPE D) EA 1,200.0000 1,200.00 1.000 1,200.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 55,600.00 30,147.350 60,294.70 S) (90 MM MAXIMUM) 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 75,750.00 33,261.000 83,152.50 S) (135 MM MAXIMUM) 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 10,950.00 365.000 5,475.00 S) (145 MM MAXIMUM) 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 23,480.00 8,618.230 34,472.92 S) (60 MM MAXIMUM) 47 REMOVE CONCRETE CURB M 30.0000 25,200.00 655.740 19,672.20 48 REMOVE CONCRETE SIDEWALK M2 16.0000 23,680.00 1,698.960 27,183.36 49 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.0000 4,550.00 935.000 4,675.00 PROGRAM CAS145 PAGE 3 DATE 09/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3259U4 TIME 02:24 PM ESTIMATE NO. 29 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/04 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION) LS 27,000.0000 27,000.00 1.000 27,000.00 51 CLEARING AND GRUBBING LS 8,700.0000 8,700.00 1.000 8,700.00 52 DEVELOP WATER SUPPLY LS 6,525.0000 6,525.00 1.000 6,525.00 53 DUST PALLIATIVE (STABILIZING EMULSION) TONN 100.0000 14,000.00 0.000 0.00 54 ROADWAY EXCAVATION M3 30.0000 295,800.00 9,370.580 281,117.40 55 SHOULDER BACKING STA 300.0000 18,900.00 62.990 18,897.00 56 SAND BACKFILL M3 125.0000 20,000.00 114.100 14,262.50 57 DITCH EXCAVATION M3 20.0000 68,800.00 3,733.710 74,674.20 58 IMPORTED MATERIAL (SHOULDER BACKING) TONN 12.0000 18,240.00 1,172.750 14,073.00 59 HIGHWAY PLANTING LS 40,000.0000 40,000.00 0.000 0.00 S) 60 STRAW (EROSION CONTROL) TONN 600.0000 2,400.00 9.520 5,712.00 S) 61 FIBER (EROSION CONTROL) KG 2.5000 850.00 389.170 972.93 S) 62 COMPOST (EROSION CONTROL) KG 1.0000 1,690.00 1,955.920 1,955.92 S) 63 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 6,000.00 82.360 8,236.00 S) 64 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.5000 675.00 312.980 782.45 S) 65 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,360.00 1,140.830 4,563.32 S) 66 PLANT ESTABLISHMENT WORK LS 13,000.0000 13,000.00 0.000 0.00 S) 67 IRRIGATION SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 S) 68 100 MM CONDUIT M 35.0000 3,850.00 34.000 1,190.00 S) 69 75 MM CONDUIT (CROSSOVER) (PVC CLASS 315 M 20.0000 4,500.00 342.200 6,844.00 S) PLASTIC CONDUIT) 70 200 MM CORRUGATED STEEL PIPE CONDUIT M 45.0000 1,800.00 62.900 2,830.50 S) (1.63 MM THICK) 71 CLASS 2 AGGREGATE BASE M3 44.0000 258,280.00 4,836.790 212,818.76 72 REPLACE ASPHALT CONCRETE SURFACING M3 210.0000 205,800.00 361.530 75,921.30 73 ASPHALT CONCRETE TONN 50.0000 2,520,000.00 46,588.870 2,329,443.50 74 PLACE ASPHALT CONCRETE DIKE M 5.0000 6,400.00 1,466.000 7,330.00 75 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 43.0000 5,160.00 386.600 16,623.80 AREA) 76 PRECAST CONCRETE BOX CULVERT M 2,500.0000 80,000.00 31.500 78,750.00 (3.0 M X 1.2 M) PROGRAM CAS145 PAGE 4 DATE 09/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3259U4 TIME 02:24 PM ESTIMATE NO. 29 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/04 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PRECAST CONCRETE BOX CULVERT M 2,925.0000 93,600.00 32.000 93,600.00 (3.7 M X 1.2 M) 78 PRECAST CONCRETE BOX CULVERT M 3,900.0000 74,100.00 19.000 74,100.00 (3.7 M X 1.8 M) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 1,275.0000 210,757.50 211.440 269,586.00 F) 80 MINOR CONCRETE (INVERT PAVING) M3 1,200.0000 8,400.00 0.000 0.00 F) 81 MINOR CONCRETE (BACKFILL) M3 150.0000 4,500.00 55.820 8,373.00 82 CLEAN EXPANSION JOINT M 125.0000 3,750.00 28.100 3,512.50 83 FURNISH POLYESTER CONCRETE OVERLAY M3 1,800.0000 37,800.00 29.797 53,634.60 84 PLACE POLYESTER CONCRETE OVERLAY M2 50.0000 45,350.00 907.000 45,350.00 F) 85 JOINT SEAL (MR 40 MM) M 270.0000 8,100.00 28.100 7,587.00 S) 86 ROADSIDE SIGN (METAL POST) EA 260.0000 15,860.00 58.000 15,080.00 87 ROADSIDE SIGN (SPECIAL METAL POST) EA 480.0000 1,920.00 3.000 1,440.00 88 ROADSIDE SIGN - ONE POST EA 260.0000 28,600.00 100.000 26,000.00 89 ROADSIDE SIGN - TWO POST EA 420.0000 10,920.00 23.000 9,660.00 90 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 600.0000 6,600.00 8.000 4,800.00 METHOD) 91 PAINT CURB (2-COAT) M 7.0000 4,480.00 649.300 4,545.10 92 300 MM ALTERNATIVE PIPE CULVERT M 140.0000 3,500.00 24.400 3,416.00 93 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 108,800.00 647.000 103,520.00 94 600 MM ALTERNATIVE PIPE CULVERT M 210.0000 254,100.00 1,199.800 251,958.00 95 750 MM ALTERNATIVE PIPE CULVERT M 295.0000 14,160.00 59.310 17,496.45 96 900 MM ALTERNATIVE PIPE CULVERT M 265.0000 37,100.00 191.400 50,721.00 97 600 MM PLASTIC PIPE M 220.0000 5,280.00 24.000 5,280.00 98 900 MM REINFORCED CONCRETE PIPE M 500.0000 20,500.00 39.240 19,620.00 99 200 MM PERFORATED PLASTIC M 100.0000 13,000.00 144.000 14,400.00 PIPE UNDERDRAIN 00 PERMEABLE MATERIAL M3 265.0000 2,120.00 7.420 1,966.30 01 450 MM ALTERNATIVE FLARED END SECTION EA 370.0000 1,850.00 4.000 1,480.00 02 600 MM ALTERNATIVE FLARED END SECTION EA 420.0000 2,940.00 6.000 2,520.00 03 750 MM ALTERNATIVE FLARED END SECTION EA 520.0000 520.00 1.000 520.00 PROGRAM CAS145 PAGE 5 DATE 09/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3259U4 TIME 02:24 PM ESTIMATE NO. 29 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/04 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 900 MM ALTERNATIVE FLARED END SECTION EA 760.0000 3,800.00 5.000 3,800.00 05 900 MM ALTERNATIVE PIPE RISER M 320.0000 416.00 1.300 416.00 06 ROCK SLOPE PROTECTION M3 86.0000 49,880.00 808.530 69,533.58 (FACING, METHOD B) 07 ROCK SLOPE PROTECTION M3 83.0000 11,620.00 158.600 13,163.80 (BACKING NO. 1, METHOD B) 08 ROCK SLOPE PROTECTION M3 107.0000 37,450.00 478.740 51,225.18 (BACKING NO. 3, METHOD B) 09 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 86.0000 54,180.00 722.060 62,097.16 10 ROCK SLOPE PROTECTION FABRIC M2 4.0000 2,240.00 546.230 2,184.92 11 MINOR CONCRETE (MISCELLANEOUS M3 525.0000 446,250.00 895.280 470,022.00 CONSTRUCTION) 12 MINOR CONCRETE (STAMPED CONCRETE) M3 2,000.0000 22,000.00 8.210 16,420.00 13 MISCELLANEOUS IRON AND STEEL KG 3.0000 30,165.00 9,685.000 29,055.00 SF) 14 FENCE (TYPE BW, WOOD POST) M 100.0000 3,200.00 76.200 7,620.00 S) 15 CHAIN LINK FENCE (TYPE CL-1.2) M 125.0000 5,500.00 49.000 6,125.00 S) 16 WIRE MESH GATE EA 1,000.0000 4,000.00 0.000 0.00 S) 17 LIVESTOCK GATE EA 1,500.0000 1,500.00 1.000 1,500.00 S) 18 DELINEATOR (CLASS 1) EA 50.0000 4,850.00 100.000 5,000.00 19 HIGHWAY POST MARKER EA 50.0000 100.00 2.000 100.00 20 MARKER (CULVERT) EA 50.0000 1,350.00 30.000 1,500.00 21 OBJECT MARKER (TYPE N) EA 50.0000 50.00 0.000 0.00 22 OBJECT MARKER (TYPE P) EA 50.0000 300.00 6.000 300.00 23 OBJECT MARKER (TYPE L-1) EA 50.0000 4,050.00 83.000 4,150.00 24 METAL BEAM GUARD RAILING M 150.0000 18,000.00 106.980 16,047.00 S) 25 PEDESTRIAN BARRICADE EA 500.0000 500.00 1.000 500.00 S) 26 PEDESTRIAN RAILING M 400.0000 8,400.00 21.000 8,400.00 S) 27 TUBULAR BICYCLE RAILING M 200.0000 39,400.00 197.000 39,400.00 SF) 28 TERMINAL SECTION (TYPE C) EA 250.0000 750.00 3.000 750.00 S) 29 END SECTION EA 300.0000 1,200.00 4.000 1,200.00 S) 30 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 22,500.00 9.000 22,500.00 S) PROGRAM CAS145 PAGE 6 DATE 09/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3259U4 TIME 02:24 PM ESTIMATE NO. 29 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/04 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 732R) M 200.0000 39,400.00 197.000 39,400.00 SF) 32 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 22,950.00 502.180 22,598.10 S) 33 THERMOPLASTIC PAVEMENT MARKING M2 105.0000 47,250.00 386.700 40,603.50 S) (RECESSED, 5 MM) 34 THERMOPLASTIC TRAFFIC STRIPE M 0.8500 16,405.00 0.000 0.00 S) (SPRAYABLE) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 29,940.00 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 36 PAVEMENT MARKER EA 8.0000 23,440.00 2,959.000 23,672.00 S) (RETROREFLECTIVE-RECESSED) 37 SIGNAL AND LIGHTING (LOCATION 1) LS 32,000.0000 32,000.00 1.000 32,000.00 38 SIGNAL AND LIGHTING (LOCATION 2) LS 120,000.0000 120,000.00 1.000 120,000.00 39 LIGHTING (DECORATIVE) LS 50,000.0000 50,000.00 1.000 50,000.00 40 LIGHTING (STREET) LS 3,000.0000 3,000.00 1.000 3,000.00 41 HIGHWAY LIGHTING LS 9,000.0000 9,000.00 1.000 9,000.00 42 BATTERY BACK-UP SYSTEM EA 5,000.0000 10,000.00 1.000 5,000.00 43 TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 1.000 15,000.00 PROGRAM CAS145 PAGE 7 DATE 09/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3259U4 TIME 02:24 PM ESTIMATE NO. 29 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/04 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 6,715,454.70 ADJUSTMENT OF COMPENSATION 48,284.26 229,647.57 EXTRA WORK 35,842.32 936,063.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 84,126.58 7,881,165.63 44 MOBILIZATION LS 388,000.0000 388,000.00 1.000 388,000.00 ORIGINAL CONTRACT AMOUNT 7,397,835.50 TOTAL WORK COMPLETED 84,126.58 8,269,165.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 84,126.58 8,259,165.63 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/13/02 306 09/25/02 09/30/02 11/30/04 233 300 -73 5 100% 100% BLINE, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 09/07/05