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 06/13/08 EST. NO.14 TIME 08:29 AM R.E. NAME: BAGHERLL,AZITA 04-269604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0002 4,202.46 E.W. @ F.A.(+) 080207 N 0163.1 0003 210.12 080207 N 0003 0 016 0001 130,718.77 A.C. @ F.A.(+) 061008 N 0001 0 020 0001 11,155.52 E.W. @ F.A.(+) 062907 N 0001 0 0002 11,435.05 070507 N 0002 0 0003 10,427.29 070607 N 0003 0 168,149.21 TOTAL THIS ESTIMATE 572,646.64 TOTAL PREVIOUS ESTIMATE 740,795.85 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 06/13/08 EST. NO.14 TIME 08:29 AM R.E. NAME: BAGHERLL,AZITA 04-269604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LCD -10,000.00 07 LCD -10,000.00 08 LCD -10,000.00 09 AB3 -106.44 11 SHOULDERBAOKING-SPEC -1,328.52 14 -1,328.52 -31,434.96 LABOR COMPLIANCE VIOLATION LCD -10,000.00 10 LCV -10,000.00 11 LCV -10,000.00 12 VIOLATION PER SL 220 -10,000.00 13 0.00 -40,000.00 TOTAL DEDUCTIONS -1,328.52 -71,434.96 PROGRAM CAS145 PAGE 1 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 08:29 AM ESTIMATE NO. 14 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 06/13/08 LOCATION PROGRESS ESTIMATE 04-CC-24-R0.1/R8.3 ----------------- BAY CITIES PAVING & GRADING, IN CONTRA COSTA COUNTY IN LAFAYETTE INC AND ORINDA FROM THE CALDECOTT 55 SANTA CLARA AVE. SUITE 145 TUNNEL TO EL CURTOLA ROAD OAKLAND, CA 94520 OVERCROSSING FED. AID NO. ACNH-P024(29)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 22,500.0000 22,500.00 0.500 11,250.00 02 TIME-RELATED OVERHEAD LS 927,000.0000 927,000.00 0.360 333,720.00 03 PREPARE STORM WATER POLLUTION LS 1,989.0000 1,989.00 0.800 1,591.20 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 54,000.0000 54,000.00 0.700 37,800.00 05 TEMPORARY COVER M2 12.0000 1,200.00 0.000 0.00 06 STREET SWEEPING LS 110,000.0000 110,000.00 0.550 60,500.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,600.0000 30,600.00 0.950 29,070.00 08 CONSTRUCTION AREA SIGNS LS 41,108.0000 41,108.00 0.700 28,775.60 S) 09 TRAFFIC CONTROL SYSTEM LS 848,000.0000 848,000.00 0.650 551,200.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 25.5000 3,570.00 140.000 3,570.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,400.0000 27,000.00 3.250 17,550.00 S) 12 TEMPORARY RAILING (TYPE K) M 19.5000 150,930.00 7,740.000 150,930.00 13 TEMPORARY CRASH CUSHION MODULE EA 178.5000 24,990.00 140.000 24,990.00 S) 14 REMOVE METAL BEAM GUARD RAILING M 22.4500 59,492.50 144.780 3,250.31 1,956.530 43,924.10 S) 15 REMOVE DOUBLE METAL BEAM GUARD RAILING M 33.0000 1,881.00 82.400 2,719.20 82.400 2,719.20 S) 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.1000 181,050.00 38,718.700 197,465.37 S) STRIPE 17 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 102.0000 510.00 38.570 3,934.14 S) MARKING 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.5100 27,540.00 44,000.000 22,440.00 S) 19 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 26.0000 18,200.00 540.000 14,040.00 S) 20 REMOVE PAVEMENT MARKER EA 2.5000 87,500.00 31,500.000 78,750.00 S) 21 REMOVE ASPHALT CONCRETE DITCH M 11.9500 6,094.50 510.000 6,094.50 22 REMOVE ASPHALT CONCRETE DIKE M 4.6500 34,875.00 250.000 1,162.50 4,261.000 19,813.65 PROGRAM CAS145 PAGE 2 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 08:29 AM ESTIMATE NO. 14 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE EDGE DRAIN M 8.3000 230,740.00 24,823.300 206,033.39 24 SALVAGE DOUBLE THRIE BEAM BARRIER M 34.0000 10,200.00 156.500 5,321.00 S) 25 ADJUST INLET EA 1,530.0000 321,300.00 237.500 363,375.00 26 ADJUST MANHOLE COVER TO GRADE EA 475.0000 2,850.00 0.000 0.00 27 ADJUST UTILITY COVER TO GRADE EA 300.0000 1,500.00 0.000 0.00 28 ADJUST METAL BEAM GUARD RAILING M 45.0000 2,070.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 378,000.00 42,503.400 127,510.20 S) 30 REMOVE CONCRETE CURB M 21.1500 88,830.00 4,012.100 84,855.92 31 REMOVE CONCRETE BARRIER M 36.5000 64,240.00 1,757.000 64,130.50 32 REMOVE CRASH CUSHION (SAND FILLED) EA 186.0000 372.00 1.000 186.00 S) 33 CLEARING AND GRUBBING LS 44,000.0000 44,000.00 0.950 41,800.00 34 ROADWAY EXCAVATION M3 62.9500 115,198.50 1,710.840 107,697.38 35 ROADWAY EXCAVATION (TYPE Z-2) M3 202.0000 101,000.00 460.290 92,978.58 (AERIALLY DEPOSITED LEAD) 36 LEAD COMPLIANCE PLAN LS 2,244.0000 2,244.00 1.000 2,244.00 37 IMPORTED MATERIAL (SHOULDER BACKING) TONN 36.9000 114,759.00 2,730.120 100,741.43 3,030.120 111,811.43 38 EMBANKMENT M3 40.0000 3,000.00 75.000 3,000.00 39 ROADSIDE CLEARING LS 13,500.0000 13,500.00 0.900 12,150.00 40 FIBER ROLLS M 10.4000 10,608.00 858.000 8,923.20 41 IRRIGATION SYSTEM LS 11,379.0000 11,379.00 0.860 9,785.94 0.860 9,785.94 42 WATER METER EA 150,000.0000 150,000.00 0.000 0.00 43 200 MM WELDED STEEL PIPE CONDUIT M 912.8500 456,425.00 390.000 356,011.50 (6.35 MM THICK) 44 CLASS 4 AGGREGATE SUBBASE M3 141.0000 1,692.00 0.000 0.00 45 AGGREGATE BASE (APPROACH SLAB) M3 311.0000 30,478.00 402.950 125,317.45 46 CLASS 3 AGGREGATE BASE M3 158.5000 133,140.00 1,034.830 164,020.56 47 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,100.0000 2,200.00 0.000 0.00 48 SEAL RANDOM CRACKS LNKM 875.0000 96,250.00 52.640 46,060.00 49 REPLACE ASPHALT CONCRETE SURFACING M3 277.4000 202,502.00 261.900 72,651.06 PROGRAM CAS145 PAGE 3 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 08:29 AM ESTIMATE NO. 14 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A) TONN 73.1500 5,449,675.00 -1,780.000 -130,207.00 80,897.550 5,917,655.78 51 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 105.0000 7,140,000.00 -3,620.040 -380,104.20 53,228.000 5,588,940.00 52 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 53 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 600.00 365.870 365.87 REINFORCING FABRIC) 54 PAVEMENT REINFORCING FABRIC M2 1.1900 358,190.00 372,048.010 442,737.13 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 28.7500 155,250.00 11,449.200 329,164.50 AREA) 56 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.2500 5,057.50 240.000 1,020.00 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.6000 1,476.00 565.900 2,037.24 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.1000 18,450.00 5,245.400 21,506.14 59 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.7500 6,262.50 18.000 67.50 60 ASPHALTIC EMULSION (PAINT BINDER) TONN 885.0000 442,500.00 287.920 254,809.20 61 REPLACE CONCRETE PAVEMENT M3 714.0000 2,713,200.00 3,942.180 2,814,716.52 (RAPID STRENGTH CONCRETE) 62 CRACK EXISTING CONCRETE PAVEMENT M2 0.9500 152,000.00 157,063.690 149,210.51 63 GRIND EXISTING CONCRETE M2 9.1500 283,650.00 24,828.050 227,176.66 S) PAVEMENT 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,275.0000 1,189,575.00 1,638.870 2,089,559.25 (TYPE R) 65 MINOR CONCRETE (BACKFILL) M3 209.0000 392,920.00 1,635.240 341,765.16 66 PAVING NOTCH EXTENSION M3 8,160.0000 191,760.00 35.130 286,660.80 67 CLEAN EXPANSION JOINT M 128.0000 88,064.00 209.590 26,827.52 68 JOINT SEAL (MR 30 MM) M 235.0000 13,865.00 0.000 0.00 S) 69 JOINT SEAL (MR 15 MM) M 184.0000 53,728.00 209.590 38,564.56 S) 70 JOINT SEAL (MR 40 MM) M 204.0000 68,952.00 0.000 0.00 S) 71 450 MM SLOTTED CORRUGATED STEEL PIPE M 256.5000 16,672.50 0.000 0.00 (2.01 MM THICK) 72 DRAINAGE INLET MARKER EA 72.0000 3,744.00 0.000 0.00 73 MINOR CONCRETE (CURB) M3 1,172.0000 597,720.00 488.330 572,322.76 74 MINOR CONCRETE (WEED BARRIER) M3 6,400.0000 1,088,000.00 30.000 192,000.00 30.000 192,000.00 75 MINOR CONCRETE (PAVING) M3 1,041.0000 333,120.00 198.540 206,680.14 76 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,550.0000 5,100.00 2.000 5,100.00 S) PROGRAM CAS145 PAGE 4 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 08:29 AM ESTIMATE NO. 14 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER MARKER EA 16.0000 2,080.00 130.000 2,080.00 78 DELINEATOR (CLASS 1) EA 29.0000 22,040.00 0.000 0.00 79 HIGHWAY POST MARKER EA 43.0000 817.00 0.000 0.00 80 GUARD RAILING DELINEATOR EA 21.0000 5,880.00 112.000 2,352.00 325.000 6,825.00 81 OBJECT MARKER (TYPE K-1) EA 46.0000 1,794.00 0.000 0.00 82 OBJECT MARKER (TYPE L-1) EA 41.0000 4,100.00 0.000 0.00 83 METAL BEAM GUARD RAILING (STEEL POST) M 128.0000 202,240.00 1,289.770 165,090.56 4,889.260 625,825.28 S) 84 DOUBLE METAL BEAM GUARD RAILING M 143.0000 8,151.00 82.400 11,783.20 82.400 11,783.20 S) (STEEL POST) 85 SINGLE THRIE BEAM BARRIER (STEEL POST) M 107.0000 37,450.00 0.000 0.00 S) 86 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 439.0000 4,390.00 11.430 5,017.77 S) 87 END CAP EA 102.0000 204.00 0.000 0.00 S) 88 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,122.0000 33,660.00 5.000 5,610.00 25.000 28,050.00 S) 89 END ANCHOR ASSEMBLY (TYPE CA) EA 1,700.0000 3,400.00 0.000 0.00 S) 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,550.0000 84,150.00 3.000 7,650.00 18.000 45,900.00 S) 91 CRASH CUSHION (REACT 9SCBS) EA 54,570.0000 218,280.00 2.800 152,796.00 S) 92 CONCRETE BARRIER (TYPE 60) M 210.0000 182,700.00 921.000 193,410.00 93 CONCRETE BARRIER (TYPE 60C) M 220.0000 162,800.00 738.000 162,360.00 94 CONCRETE BARRIER (TYPE 60E) M 592.0000 183,520.00 245.000 145,040.00 95 THERMOPLASTIC PAVEMENT MARKING M2 51.0000 35,700.00 0.000 0.00 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 75,495.00 0.000 0.00 S) 97 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0500 18,450.00 0.000 0.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0500 3,321.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 2,730.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0500 50,225.00 0.000 0.00 S) 01 PAVEMENT MARKER (REFLECTIVE) EA 4.1000 45,920.00 0.000 0.00 S) 02 MODIFY SIGNAL LS 15,300.0000 15,300.00 0.067 1,025.10 S) 03 MODIFY LIGHTING LS 13,260.0000 13,260.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 08:29 AM ESTIMATE NO. 14 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 TRAFFIC OPERATION SYSTEM LS 649,000.0000 649,000.00 0.650 421,850.00 S) 05 CAMERA UNIT INCLUDING TESTING EA 7,344.0000 7,344.00 0.000 0.00 S) 06 PAN AND TILT UNIT INCLUDING TEST EA 3,570.0000 3,570.00 0.000 0.00 S) 07 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,590.0000 4,590.00 0.000 0.00 S) CONTROLLER ASSEMBLY 08 EXTINGUISHABLE MESSAGE SIGN PANELS (LED) EA 9,078.0000 36,312.00 0.000 0.00 S) 09 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,040.0000 4,080.00 0.000 0.00 S) MODEM ASSEMBLY 10 HIGHWAY ADVISORY RADIO SYSTEM EA 19,380.0000 19,380.00 0.000 0.00 S) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 ADJUST MANHOLE TO GRADE EA 385.0000 1,925.00 0.000 0.00 13 ADJUST FRAME AND GRATE TO GRADE EA 1,365.0000 38,220.00 28.000 38,220.00 14 MODIFY MECHANICAL EQUIPMENT LS 85,000.0000 85,000.00 0.000 0.00 S) 15 MODIFY INLET TO MANHOLE EA 2,500.0000 5,000.00 0.000 0.00 16 ASPHALT CONCRETE (OPEN GRADED) TONN 79.0000 3,523,400.00 1,350.000 106,650.00 1,350.000 106,650.00 17 ASPHALT CONCRETE (LEVELING) TONN 101.0000 82,820.00 682.825 68,965.33 18 MODIFY POP-UP CONTROL ELECTRICAL SYSTEM LS 33,660.0000 33,660.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 06/13/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269604 TIME 08:29 AM ESTIMATE NO. 14 BID OPENING 03/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: BAGHERLL,AZITA DATE OF THIS ESTIMATE 06/13/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 98,483.94 25,170,675.79 ADJUSTMENT OF COMPENSATION 130,718.77 540,793.78 EXTRA WORK 37,430.44 200,002.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 266,633.15 25,911,471.64 19 MOBILIZATION LS 2700,000.0000 2,700,000.00 1.000 2,700,000.00 ORIGINAL CONTRACT AMOUNT 34,630,397.00 TOTAL WORK COMPLETED 266,633.15 28,611,471.64 MATERIALS ON HAND ON SITE 23,746.51 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,328.52 -71,434.96 TOTAL 265,304.63 28,563,783.19 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 04/12/07 320 04/30/07 04/30/07 04/23/09 117 167 0 3 74% 36% PROGRESS IS SATISFACTORY BAGHERLL,AZITA RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/13/08