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 09/25/06 EST. NO.22 TIME 08:45 AM R.E. NAME: LEVINE, GARY 11-241904 --------------------------------------------------------------------------- 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 0244 417.66 E.W. @ F.A.(+) 060906 N B-4810 0245 443.76 060706 N B-4820 0246 417.66 060606 N B-4830 0247 391.55 060506 N B-4840 0248 269.99 060306 N B-4850 0249 417.66 060206 N B-4860 0250 417.66 060106 N B-4870 0253 269.99 062406 N B-5010 0254 417.66 062306 N B-5020 0255 417.66 062206 N B-5030 0256 626.49 062106 N B-5040 0257 783.11 062006 N B-5050 0258 626.49 061906 N B-5060 0259 697.76 061606 N B-5070 0260 417.66 061506 N B-5080 0261 391.55 061406 N B-5090 0262 417.66 061306 N B-5100 0263 417.66 061206 N B-5110 0264 529.71 071306 N B-5120 0265 614.09 071206 N B-5130 0266 363.99 071106 N B-5140 0267 197.90 071106 N B-5150 0268 417.66 071106 N B-5160 0269 667.88 071406 N B-5170 0270 442.30 071006 N B-5180 0271 1,011.77 071206 N B-5190 0272 1,602.92 071206 N B-5200 0273 261.04 072106 N B-5490 0274 626.49 072006 N B-5500 0275 505.20 071906 N B-5510 0276 626.49 071806 N B-5520 0277 626.49 071706 N B-5530 0278 417.66 062906 N B-5540 0279 365.45 062806 N B-5550 0280 417.66 062706 N B-5560 0281 417.66 062606 N B-5570 0282 269.99 071506 N B-5580 0283 1,295.28 062706 N B-5590 0284 300.31 090106 N B-5600 010 0007 9,416.24 E.W. @ F.A.(+) 071306 N B-5350 013 0019 855.77 E.W. @ F.A.(+) 070806 N B-5290 024 0002 8,926.34 A.C. @ L.S.(+) 092206 N X1XRJ0 025 0004 61.13 E.W. @ F.A.(+) 061206 N B-5230 027 0001 21,803.06 A.C. @ L.S.(+) 090906 N XXX 0 028 0001 68,955.39 A.C. @ L.S.(+) 092106 N BXX 0 130,255.50 TOTAL THIS ESTIMATE 599,169.52 TOTAL PREVIOUS ESTIMATE 729,425.02 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 09/25/06 EST. NO.22 TIME 08:45 AM R.E. NAME: LEVINE, GARY 11-241904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC -1,736.35 14 0.00 -1,736.35 LABOR COMPLIANCE VIOLATION O/S PRS DEC -7,568.17 03 O/S PRS JAN -1,000.00 04 PRS RECD DEC 7,568.17 05 PRS RECD JAN 1,000.00 05 O/S PRS FEB -6,182.29 16 O/S PRS MARCH -5,671.54 17 PRS RECD MARCH 5,671.54 18 PRS RECD FEB 6,182.29 18 0.00 0.00 LIQUIDATED DAMAGES 42 DAYS @ $3400/DAY -142,800.00 18 20 DAYS @ 3400/DAY -68,000.00 19 22 DAYS @ $3400/DAY -74,800.00 21 25 DAYS @ $3400/DAY -85,000.00 22 -85,000.00 -370,600.00 TOTAL DEDUCTIONS -85,000.00 -372,336.35 PROGRAM CAS145 PAGE 1 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 08:45 AM ESTIMATE NO. 22 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/25/06 LOCATION PROGRESS ESTIMATE 11-SD-78-20.7/R21.3 ----------------- R.J. BULLARD CONSTRUCTION, INC IN SAN DIEGO COUNTY NEAR ESCONDIDO P.O. BOX 1577 FROM CITRUS AVENUE TO FLORA VISTA BONSALL, CA 92003-1577 DRIVE FED. AID NO. ACST-P078(102)E ,PH-P078(102)E REVISE INTERSECTION WIDEN SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 25.0000 4,250.00 170.000 4,250.00 02 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 S) PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 4,500.0000 4,500.00 1.000 4,500.00 04 SWEEPER EA 5,000.0000 5,000.00 1.000 5,000.00 05 TEMPORARY EROSION CONTROL M2 0.5000 2,295.00 2,014.000 1,007.00 S) 06 TEMPORARY FIBER ROLL M 8.0000 16,160.00 907.150 7,257.20 07 TEMPORARY CHECK DAM M 5.0000 75.00 332.000 1,660.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 32,000.00 1.500 12,000.00 (TYPE 2) 09 TEMPORARY DRAINAGE INLET PROTECTION EA 65.0000 780.00 4.000 260.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 750.0000 750.00 1.000 750.00 11 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500.00 S) 12 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 13 TYPE III BARRICADE EA 60.0000 720.00 9.000 540.00 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 60.0000 1,560.00 17.920 1,075.20 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 9,000.00 5,408.000 10,816.00 S) 16 TEMPORARY PAVEMENT MARKER EA 4.0000 2,080.00 510.000 2,040.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 34,000.00 4.000 34,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 40.0000 50,000.00 652.700 26,108.00 S) 19 TRAFFIC PLASTIC DRUM EA 45.0000 4,950.00 51.000 2,295.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 300.0000 12,600.00 0.000 0.00 S) 21 TEMPORARY CRASH CUSHION (ADIEM) EA 7,500.0000 22,500.00 3.000 22,500.00 S) 22 ABANDON CULVERT EA 200.0000 1,200.00 2.220 444.00 PROGRAM CAS145 PAGE 2 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 08:45 AM ESTIMATE NO. 22 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW PAINTED TRAFFIC STRIPE M2 50.0000 10,000.00 184.300 9,215.00 S) 24 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 40.0000 440.00 0.000 0.00 S) MARKING 25 REMOVE ASPHALT CONCRETE DIKE M 30.0000 630.00 0.000 0.00 26 RESET MAILBOX EA 300.0000 900.00 0.000 0.00 27 RESET ROADSIDE SIGN EA 300.0000 4,500.00 0.000 0.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 31,140.00 6,882.960 30,973.32 S) 29 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.410 4,100.00 30 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.020 50.00 31 ROADWAY EXCAVATION M3 40.0000 135,200.00 355.400 14,216.00 3,054.600 122,184.00 32 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 0.000 0.00 33 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 90,440.00 2,357.180 94,287.20 F) 34 STRUCTURE BACKFILL (RETAINING WALL) M3 82.0000 134,398.00 1,639.000 134,398.00 F) 35 PERVIOUS BACKFILL MATERIAL (RETAINING M3 92.0000 21,528.00 234.000 21,528.00 F) WALL) 36 SAND BACKFILL M3 75.0000 4,275.00 11.520 864.00 37 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 S) 38 BONDED FIBER MATRIX (EROSION CONTROL) KG 3.0000 6,000.00 0.000 0.00 S) 39 COMPOST (EROSION CONTROL) M3 110.0000 88.00 0.000 0.00 S) 40 PURE LIVE SEED KG 65.0000 585.00 0.000 0.00 S) (EROSION CONTROL - TYPE 1) 41 PURE LIVE SEED KG 60.0000 18.00 0.000 0.00 S) (EROSION CONTROL - TYPE 2) 42 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.6000 7.20 0.000 0.00 S) 43 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 S) 44 IRRIGATION SYSTEM LS 32,000.0000 32,000.00 0.000 0.00 S) 45 WATER METER EA 15,000.0000 30,000.00 0.000 0.00 46 150 MM CHDPE CONDUIT M 140.0000 3,080.00 0.000 0.00 S) 47 CLASS 2 AGGREGATE BASE M3 70.0000 113,400.00 63.780 4,464.60 1,525.730 106,801.10 48 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 5,000.0000 9,000.00 0.000 0.00 49 ASPHALT CONCRETE (TYPE A) TONN 71.5000 210,210.00 -310.020 -22,166.43 3,030.140 216,655.01 PROGRAM CAS145 PAGE 3 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 08:45 AM ESTIMATE NO. 22 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE M 5.5000 7,535.00 0.000 0.00 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.2500 6,030.00 0.000 0.00 AREA) 52 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,850.0000 9,065.00 0.000 0.00 53 CLASS 2 CONCRETE (RETAINING WALL) M3 400.0000 273,600.00 -7.000 -2,800.00 677.000 270,800.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 525.0000 40,950.00 2.440 1,281.00 54.220 28,465.50 F) 55 ARCHITECTURAL TREATMENT M2 90.0000 35,460.00 394.000 35,460.00 F) (COBBLESTONE TEXTURE) 56 ARCHITECTURAL TREATMENT M2 65.0000 7,215.00 19.360 1,258.40 F) (HEAVY SANDBLAST TEXTURE) 57 ANTI-GRAFFITI COATING M2 15.0000 11,700.00 780.000 11,700.00 780.000 11,700.00 F) 58 BAR REINFORCING STEEL (RETAINING WALL) KG 2.7500 87,606.75 31,857.000 87,606.75 SF) 59 ROADSIDE SIGN - ONE POST EA 450.0000 1,350.00 1.000 450.00 60 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 300.00 0.000 0.00 EXISTING POST 61 PREPARE AND STAIN CONCRETE M2 38.0000 14,972.00 394.000 14,972.00 394.000 14,972.00 F) 62 600 MM REINFORCED CONCRETE PIPE M 525.0000 94,500.00 40.520 21,273.00 63 1200 MM REINFORCED CONCRETE PIPE M 685.0000 226,050.00 323.820 221,816.70 64 450 MM BITUMINOUS COATED CORRUGATED M 850.0000 11,900.00 11.700 9,945.00 STEEL PIPE (3.51 MM THICK) 65 900 MM BITUMINOUS COATED CORRUGATED M 900.0000 13,500.00 2.600 2,340.00 9.200 8,280.00 STEEL PIPE (4.27 MM THICK) 66 600 MM BITUMINOUS COATED CORRUGATED M 675.0000 20,250.00 0.000 0.00 STEEL PIPE (4.27 MM THICK) 67 1060 MM X 740 MM BITUMINOUS LINED M 1,200.0000 43,200.00 0.000 0.00 CORRUGATED STEEL PIPE ARCH (4.27 MM THICK) 68 600 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 69 MINOR CONCRETE (BACKFILL) M3 175.0000 6,300.00 0.000 0.00 F) 70 ROCK SLOPE PROTECTION M3 320.0000 4,480.00 0.000 0.00 (BACKING NO. 2, METHOD B) 71 CONCRETE (SLOPE PROTECTION) M3 400.0000 4,400.00 0.000 0.00 72 ROCK SLOPE PROTECTION FABRIC M2 3.0000 159.00 0.000 0.00 73 MINOR CONCRETE (GUTTER) M3 450.0000 9,000.00 0.000 0.00 74 MISCELLANEOUS IRON AND STEEL KG 3.0000 9,786.00 505.000 1,515.00 3,344.000 10,032.00 SF) 75 DELINEATOR (CLASS 1) EA 35.0000 385.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 08:45 AM ESTIMATE NO. 22 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 METAL BEAM GUARD RAILING (WOOD POST) M 135.0000 13,365.00 0.000 0.00 S) 77 CONCRETE BARRIER (TYPE K) M 75.0000 3,750.00 0.000 0.00 S) 78 CABLE RAILING M 40.0000 12,000.00 0.000 0.00 S) 79 TERMINAL SECTION (TYPE B) EA 140.0000 560.00 0.000 0.00 S) 80 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 7,000.00 0.000 0.00 S) 81 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 17,500.00 0.000 0.00 S) 82 CONCRETE BARRIER (TYPE 60D) M 120.0000 36,000.00 300.000 36,000.00 83 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 1,750.00 0.000 0.00 S) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,450.00 0.000 0.00 S) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 900.00 0.000 0.00 S) 86 PAINT TRAFFIC STRIPE (2-COAT) M 2.5000 4,500.00 0.000 0.00 S) 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,240.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 08:45 AM ESTIMATE NO. 22 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 25,522.17 1,745,367.38 ADJUSTMENT OF COMPENSATION 99,684.79 347,927.12 EXTRA WORK 30,570.71 381,497.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 155,777.67 2,474,792.40 88 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000.00 ORIGINAL CONTRACT AMOUNT 2,477,967.95 TOTAL WORK COMPLETED 155,777.67 2,714,792.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -85,000.00 -372,336.35 TOTAL 70,777.67 2,342,456.05 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 032 LEAD COMPLIANCE PLAN 2,500.00 4,500.00 2,000.00 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 09/08/04 370 11/01/04 09/23/04 10/01/06 362 135 169 0 92% 100% PROGRESS IS SATISFACTORY LD'S TAKEN LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/06