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 12/22/09 EST. NO.29 TIME 08:08 AM R.E. NAME: SARGISS, RAMSES 04-226144 --------------------------------------------------------------------------- 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 0352 303.44 E.W. @ F.A.(+) 072909 N 2884.0 0353 401.69 073009 N 2887.0 0354 401.69 073109 N 2890.0 0355 2,404.47 080409 N 2896.0 0356 401.69 081209 N 2906.0 0357 408.32 083109 N 3023.0 0358 239.04 090209 N 3028.0 0359 239.04 090309 N 3031.0 0360 54.47 091509 N 3095.0 0361 398.89 091509 N 3096.0 0362 200.55 070609 N 2876.0 0363 430.70 102209 Y 3192.0 0364 198.79 102209 Y 3194.0 0365 239.04 102609 N 3199.0 0366 239.04 102709 N 3204.0 0367 198.12 102809 N 3205.0 0368 122.74 102809 N 3206.0 0369 165.10 102909 N 3207.0 0370 451.85 110209 N 3209.0 0371 7,599.00 110309 N 3211.0 0372 397.57 103009 Y 3221.0 0373 570.98 110509 Y 3241.0 0374 125.21 092409 N 3247.0 0375 1,214.99 102109 N 3270.0 0376 357.89 092309 N 3153.0 0377 523.12 100609 N 3159.0 0378 3,678.72 100709 N 3160.0 0379 239.04 100809 N 3164.0 0380 593.39 100509 Y 3179.0 0381 225.29 100609 Y 3181.0 0382 526.78 100709 Y 3183.0 003 0039 529.94 E.W. @ F.A.(+) 060409 N 2501.0 0040 631.36 100609 N 3116.0 0041 345.46 091009 N 3148.0 0042 345.46 082709 N 3157.0 006 0221 336.41 E.W. @ F.A.(+) 042109 Y 2290.0 0227 2,933.33 043009 Y 2368.0 0228 173.62 051209 Y 2377.0 0235 4,273.11 051409 Y 2434.0 0265 341.21 103009 Y 3220.0 008 0014 1,800.00 E.W. @ F.A.(+) 112409 N 3284.0 010 0073 1,730.65 E.W. @ F.A.(+) 052509 Y 2594.0 0076 1,101.86 100509 Y 3178.0 0077 367.29 100609 Y 3180.0 012 0124 1,546.57 E.W. @ F.A.(+) 091009 N 3039.0 013 0137 5,478.00 E.W. @ F.A.(+) 100308 N 1282.0 0247 3,230.88 071409 Y 2801.0 0312 35,508.15 090109 Y 3010.0 0313 36,272.51 090809 Y 3011.0 0349 36,272.51 092209 Y 3090.0 0352 9,280.74 090309 Y 3048.1 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 12/22/09 EST. NO.29 TIME 08:08 AM R.E. NAME: SARGISS, RAMSES 04-226144 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0353 722.26 092809 Y 3188.0 0354 961.81 093009 Y 3189.0 0355 1,209.10 100109 Y 3186.0 0356 2,953.17 093009 Y 3187.0 0357 257.14 060809 N 2503.0 0358 295.14 082109 N 2930.0 0360 1,632.48 102609 Y 3212.0 0361 123.35 102609 Y 3213.0 0362 7,247.74 102709 Y 3214.0 0363 3,519.22 102809 Y 3215.0 0364 3,841.92 102809 Y 3216.0 0365 3,752.87 102909 Y 3217.0 0366 3,556.34 102909 Y 3218.0 0367 4,282.96 103009 Y 3219.0 0368 4,911.18 110209 Y 3234.0 0369 8,411.46 110209 Y 3235.0 0370 4,282.96 110309 Y 3236.0 0371 4,808.20 110309 Y 3237.0 0372 4,925.96 110409 Y 3238.0 0373 5,755.63 110409 Y 3239.0 0374 6,698.00 110509 Y 3240.0 0375 8,886.78 110609 Y 3242.0 0376 1,444.52 102609 Y 3244.0 0377 751.07 111009 Y 3246.0 0378 5,343.16 110909 Y 3259.0 0379 4,301.72 110909 Y 3260.0 0380 5,266.77 111109 Y 3263.0 0381 6,777.96 111109 Y 3264.0 0382 5,890.31 111209 Y 3265.0 0383 5,382.50 111209 Y 3266.0 0384 3,797.39 111309 Y 3267.0 0385 4,929.66 111309 Y 3268.0 0386 34,783.68 111009 Y 3269.0 0387 6,426.33 111009 Y 3261.0 0388 5,694.65 111009 Y 3262.0 0393 1,209.10 100109 Y 3185.0 0394 31,937.47 121809 N 121809 015 0159 1,185.42 E.W. @ F.A.(+) 012009 N 1837.0 019 0098-1 -1,254.86 E.W. @ F.A.(+) 102308 N 1381.0 DAO CORRECTING ENTRY 0104-1 -959.93 062708 N 1382.0 DAO CORRECTING ENTRY 0215 790.29 092509 N 3105.0 0222 432.02 092209 N 3099.0 0227 219.96 092909 N 3224.0 0228 695.04 092909 N 3226.0 0230 122.56 100209 N 3250.0 0231 1,352.55 111109 N 3257.0 0232 2,670.69 111209 N 3258.0 032 0035 639.38 E.W. @ F.A.(+) 072409 N 2857.0 036 0033 4,776.26 E.W. @ F.A.(+) 090309 N 3032.0 0034 959.93 062708 N 1382.1 037 0064 1,254.86 E.W. @ F.A.(+) 102308 N 1381.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 12/22/09 EST. NO.29 TIME 08:08 AM R.E. NAME: SARGISS, RAMSES 04-226144 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 051 0008-1 -1,408.04 E.W. @ F.A.(+) 100708 N 1281.0 DAO CORRECTING ENTRY 055 0307 935.31 E.W. @ F.A.(+) 083109 N 3024.0 0317 2,852.05 102609 N 3200.0 0318 892.94 102709 N 3201.0 0321 415.13 110509 N 3228.0 0322 362.10 111609 N 3272.0 0323 974.19 112009 N 3277.0 0324 2,641.54 090109 N 3026.0 0325 2,379.63 101409 N 3136.0 0334 6,971.02 101209 N 3169.0 0336 3,285.29 101909 N 3172.0 0337 965.09 102009 N 3174.0 0338 3,650.90 102109 N 3175.0 065 0020 4,895.19 E.W. @ F.A.(+) 060509 N 2502.0 0021 1,512.63 090909 N 3036.0 0022 1,118.07 092109 N 3098.0 0023 1,962.69 092809 N 3281.0 0024 2,502.65 092909 N 3282.0 0025 2,319.06 093009 N 3283.0 425,133.28 TOTAL THIS ESTIMATE 7,756,968.70 TOTAL PREVIOUS ESTIMATE 8,182,101.98 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 12/22/09 EST. NO.29 TIME 08:08 AM R.E. NAME: SARGISS, RAMSES 04-226144 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 LOCATION PROGRESS ESTIMATE 04-MRN-101-11.2/12.8 ----------------- GHILOTTI BROS IN MARIN COUNTY IN SAN RAFAEL FROM 525 JACOBY STREET 0.8 KM SOUTH OF COLEMAN SCHOOL SAN RAFAEL, CA 94901 PEDESTRIAN OVERCROSSING TO NORTH SAN PEDRO ROAD UNDERCROSSING FED. AID NO. ACST-Q101(127)E ,PE-Q101(127)E ,CML-6204(43) WIDEN 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 4,500.0000 4,500.00 0.870 3,915.00 02 TIME-RELATED OVERHEAD LS 900,000.0000 900,000.00 0.998 898,200.00 03 TEMPORARY FENCE M 22.0000 14,960.00 22.000 484.00 04 TEMPORARY FENCE (TYPE ESA) M 4.5000 450.00 100.000 450.00 05 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 1.000 75,000.00 07 DEWATERING AND NON-STORM WATER DISCHARGE LS 40,000.0000 40,000.00 1.000 40,000.00 CONTROL 08 TEMPORARY SILT FENCE M 9.0000 6,300.00 846.800 7,621.20 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 25,000.00 10.000 25,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 22,000.00 11.000 22,000.00 11 TEMPORARY COVER M2 3.0000 15,000.00 10,777.310 32,331.93 12 TEMPORARY DRAINAGE INLET PROTECTION EA 700.0000 24,500.00 91.000 63,700.00 13 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 514,000.0000 514,000.00 1.000 514,000.00 S) 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 93.200 6,990.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.2500 35,750.00 28,318.581 92,035.39 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 3,975.00 104.000 7,800.00 S) 18 TEMPORARY PAVEMENT MARKER EA 5.0000 16,100.00 6,714.000 33,570.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 1.000 75,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 45.0000 490,500.00 10,924.950 491,622.75 S) 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 60,000.00 174.000 34,800.00 S) 22 ABANDON CULVERT EA 700.0000 3,500.00 5.000 3,500.00 PROGRAM CAS145 PAGE 2 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 1,200.0000 1,200.00 4.000 4,800.00 24 REMOVE CHAIN LINK FENCE M 14.0000 16,660.00 1,309.000 18,326.00 25 REMOVE FLARED END SECTION EA 250.0000 2,750.00 10.000 2,500.00 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 20,760.00 6,579.370 39,476.22 STRIPE 27 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 2,190.00 11,300.770 33,902.31 28 REMOVE PAVEMENT MARKING M2 65.0000 975.00 51.240 3,330.60 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,690.00 6,455.000 19,365.00 30 REMOVE ROADSIDE SIGN (WOOD POST) EA 90.0000 1,170.00 13.000 1,170.00 31 REMOVE ROADSIDE SIGN PANEL EA 200.0000 800.00 4.000 800.00 32 REMOVE SIGN STRUCTURE EA 6,600.0000 19,800.00 3.000 19,800.00 33 REMOVE CULVERT EA 700.0000 21,700.00 35.000 24,500.00 34 REMOVE SLOTTED PIPE EA 6,000.0000 36,000.00 7.000 42,000.00 35 REMOVE INLET EA 350.0000 8,050.00 30.000 10,500.00 36 REMOVE HEADWALL EA 3,000.0000 9,000.00 8.000 24,000.00 37 REMOVE CONCRETE PAVEMENT M3 100.0000 15,000.00 429.000 42,900.00 38 SALVAGE CHAIN LINK FENCE M 1,000.0000 90,000.00 90.000 90,000.00 39 SALVAGE METAL BEAM GUARD RAILING M 27.5000 18,150.00 739.160 20,326.90 40 AT AND T TELEPHONE CONDUIT RELOCATION LS 75,000.0000 75,000.00 1.000 75,000.00 S) 41 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 42 ADJUST WATER METER TO GRADE EA 450.0000 900.00 0.000 0.00 43 ADJUST WATER VALVE COVER TO GRADE EA 450.0000 450.00 0.000 0.00 44 MODIFY INLET EA 2,100.0000 6,300.00 0.000 0.00 45 REMODEL INLET EA 2,500.0000 5,000.00 1.000 2,500.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 237,600.00 89,759.010 269,277.03 S) 47 REMOVE CONCRETE BARRIER M 75.0000 180,000.00 2,993.800 224,535.00 48 REMOVE CONCRETE (CURB, GUTTER, AND M3 250.0000 27,500.00 138.770 34,692.50 SIDEWALK) 49 REMOVE SOUND WALL M2 25.0000 130,750.00 3,303.070 82,576.75 PROGRAM CAS145 PAGE 3 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE SOUND WALL (AT SOUND WALL NO.9) LS 125,000.0000 125,000.00 0.000 0.00 51 CAP INLET EA 1,500.0000 4,500.00 3.000 4,500.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 1.000 35,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 1.000 50,000.00 55 CLEARING AND GRUBBING LS 77,500.0000 77,500.00 1.000 77,500.00 56 ROADWAY EXCAVATION M3 50.0000 1,105,000.00 22,057.860 1,102,893.00 57 ROADWAY EXCAVATION (TYPE Y-1) M3 40.0000 52,000.00 1,676.000 67,040.00 (AERIALLY DEPOSITED LEAD) 58 ROADWAY EXCAVATION (TYPE Y-2) M3 40.0000 80,000.00 2,374.160 94,966.40 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 118,170.00 1,149.000 149,370.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 14,000.00 70.000 14,000.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 105.0000 1,014,615.00 -398.830 -41,877.15 9,212.460 967,308.30 F) 63 STRUCTURE EXCAVATION, RETAINING WALL M3 70.0000 751,380.00 13,594.460 951,612.20 F) (SOUND WALL ) 64 STRUCTURE EXCAVATION (TYPE Z-2) M3 200.0000 14,000.00 1,225.315 245,063.00 (AERIALLY DEPOSITED LEAD) 65 STRUCTURE EXCAVATION (TYPE Y-1) M3 40.0000 72,000.00 2,228.598 89,143.92 (AERIALLY DEPOSITED LEAD) 66 STRUCTURE BACKFILL (BRIDGE) M3 22.0000 15,114.00 859.000 18,898.00 F) 67 CLASS 4 CONCRETE (BACKFILL) M3 450.0000 7,200.00 14.000 6,300.00 F) 68 STRUCTURE BACKFILL (RETAINING WALL) M3 22.0000 200,046.00 6,933.000 152,526.00 F) 69 STRUCTURE BACKFILL (SOUND WALL) M3 22.0000 5,060.00 92.000 2,024.00 70 STRUCTURE BACKFILL, RETAINING WALL M3 22.0000 249,436.00 13,356.740 293,848.28 F) (SOUND WALL ) 71 PERVIOUS BACKFILL MATERIAL M3 47.0000 52,969.00 1,127.000 52,969.00 F) 72 SAND BACKFILL M3 220.0000 22,000.00 0.000 0.00 73 DITCH EXCAVATION M3 60.0000 126,000.00 3,300.000 198,000.00 74 IMPORTED BORROW M3 0.0100 90.00 0.000 0.00 75 HIGHWAY PLANTING LS 75,000.0000 75,000.00 0.000 0.00 S) 76 EROSION CONTROL (NETTING) M2 5.5000 18,700.00 172.700 949.85 4,333.500 23,834.25 S) PROGRAM CAS145 PAGE 4 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER (EROSION CONTROL) KG 1.0000 710.00 486.400 486.40 486.400 486.40 S) 78 FIBER ROLLS M 11.0000 14,410.00 525.000 5,775.00 1,090.990 12,000.89 S) 79 LOG REVETMENT LS 5,000.0000 5,000.00 0.900 4,500.00 S) 80 COMPOST (EROSION CONTROL) M3 250.0000 2,250.00 6.080 1,520.00 6.080 1,520.00 S) 81 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 4,800.00 1.000 600.00 3.000 1,800.00 S) 82 PURE LIVE SEED (EROSION CONTROL) KG 78.0000 7,332.00 64.340 5,018.52 64.340 5,018.52 S) 83 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 320.00 64.340 128.68 64.340 128.68 S) 84 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 85 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 0.980 147,000.00 S) 86 WATER METER EA 20,000.0000 40,000.00 0.590 11,800.00 0.590 11,800.00 87 200 MM CORRUGATED HIGH DENSITY M 220.0000 11,220.00 138.000 30,360.00 POLYETHYLENE PIPE CONDUIT 88 200 MM WELDED STEEL PIPE CONDUIT M 1,000.0000 15,000.00 0.000 0.00 (6.35 MM THICK) 89 CLASS 4 AGGREGATE SUBBASE M3 152.0000 42,560.00 9.640 1,465.28 90 CLASS 2 AGGREGATE BASE M3 125.0000 242,500.00 1,859.120 232,390.00 91 SEAL RANDOM CRACKS LNKM 1,500.0000 15,000.00 0.000 0.00 92 ASPHALT CONCRETE (TYPE A) TONN 86.0000 1,917,800.00 376.980 32,420.28 23,316.500 2,005,219.00 93 ASPHALT CONCRETE (OPEN GRADED) TONN 115.0000 805,000.00 8,812.210 1,013,404.15 94 ASPHALT CONCRETE (LEVELING) TONN 90.0000 129,600.00 2,704.350 243,391.50 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 6,000.00 391.630 23,497.80 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 9.5000 522.50 0.000 0.00 97 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 4,240.00 0.000 0.00 98 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 2,960.00 0.000 0.00 99 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 70,000.00 54.790 27,395.00 00 PORTLAND CEMENT CONCRETE BASE M3 400.0000 100,000.00 0.000 0.00 01 610 MM CAST-IN-DRILLED-HOLE CONCRETE M 660.0000 541,200.00 2,139.000 1,411,740.00 S) PILING 02 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 710.0000 636,870.00 898.520 637,949.20 S) PILING 03 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 900,000.00 1,479.300 887,580.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 270.0000 1,301,400.00 982.210 265,196.70 S) PILING (SOUND WALL) 05 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 720.0000 131,760.00 103.740 74,692.80 S) PILING (RETAINING WALL) 06 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 1.000 75,000.00 S) 07 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 83,500.00 167.000 83,500.00 F) 08 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 783,600.00 709.000 850,800.00 F) 09 STRUCTURE CONCRETE, RETAINING WALL M3 725.0000 1,870,500.00 4,460.630 3,233,956.75 (SOUND WALL) 10 STRUCTURAL CONCRETE, RETAINING WALL M3 625.0000 2,517,500.00 71.000 44,375.00 3,634.820 2,271,762.50 F) 11 SKYLIGHT LS 2,500.0000 2,500.00 0.000 0.00 12 STRUCTURAL CONCRETE, APPROACH SLAB M3 0.0100 0.11 0.000 0.00 F) (TYPE N) 13 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 15,000.00 0.000 0.00 F) (TYPE N MODIFIED) 14 CLASS 2 CONCRETE (BOX CULVERT) M3 1,000.0000 370,000.00 211.690 211,690.00 15 CLASS 2 CONCRETE (WINGWALLS) M3 700.0000 14,000.00 38.200 26,740.00 16 CLASS 1 CONCRETE (BOX CULVERT) M3 980.0000 172,480.00 175.000 171,500.00 F) 17 CLASS 1 CONCRETE M3 900.0000 64,800.00 66.000 59,400.00 F) (BOX CULVERT EXTENSION AND WINGWALL) 18 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 816,340.00 396.400 673,880.00 F) 19 MINOR CONCRETE (STAIRWAY) M3 2,500.0000 12,500.00 5.000 12,500.00 F) 20 MINOR CONCRETE (SOUND WALL) M3 500.0000 355,000.00 89.510 44,755.00 21 MINOR CONCRETE (BACKFILL) M3 600.0000 54,600.00 275.218 165,130.80 22 BIKE PATH AMENITIES LS 275,000.0000 275,000.00 0.000 0.00 23 FRACTURED RIB TEXTURE M2 70.0000 477,260.00 6,459.830 452,188.10 F) 24 RANDOM RIB TEXTURE M2 170.0000 484,160.00 250.000 42,500.00 2,718.410 462,129.70 F) 25 DRILL AND BOND DOWEL M 90.0000 15,570.00 199.080 17,917.20 26 CORE CONCRETE (680 MM) M 1,000.0000 3,000.00 4.330 4,330.00 S) 27 SOUND WALL (PRECAST CONCRETE PANEL) M2 600.0000 10,200.00 0.000 0.00 SF) 28 SOUND WALL (MASONRY BLOCK) M2 250.0000 327,500.00 0.000 0.00 SF) 29 SOUND WALL (SOUND ABSORPTIVE) M2 600.0000 2,472,000.00 4,327.940 2,596,764.00 S) 30 SOUND WALL M2 430.0000 3,513,100.00 5.000 2,150.00 1,475.600 634,508.00 S) (SOUND ABSORPTIVE WITH BARRIER) PROGRAM CAS145 PAGE 6 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL (MR 15 MM) M 85.0000 4,080.00 27.750 2,358.75 S) 32 BAR REINFORCING STEEL KG 3.3000 485,459.70 236,223.600 779,537.88 SF) 33 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 382,740.00 133,599.000 400,797.00 SF) 34 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 565,111.80 307,960.000 554,328.00 SF) 35 BAR REINFORCING STEEL (WINGWALL) KG 3.3000 5,735.40 1,738.000 5,735.40 SF) 36 BAR REINFORCING STEEL (BOX CULVERT) KG 3.3000 140,028.90 42,433.000 140,028.90 SF) 37 BAR REINFORCING STEEL, RETAINING WALL KG 3.0000 564,711.00 345,293.000 1,035,879.00 SF)(SOUND WALL) 38 WATERPROOFING AND COVER M2 150.0000 14,100.00 94.000 14,100.00 SF) 39 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 343,200.00 28,600.000 343,200.00 SF) 40 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 26,850.00 35,800.000 26,850.00 SF) 41 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 12,150.00 90.000 12,150.00 S) 42 FURNISH LAMINATED PANEL SIGN M2 250.0000 1,500.00 0.000 0.00 S) (25.4 MM-TYPE B) 43 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 6,020.00 19.580 2,741.20 S) (1.6 MM-UNFRAMED) 44 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,200.00 0.000 0.00 S) (2.0 MM-UNFRAMED) 45 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 600.00 0.000 0.00 S) (1.6 MM-FRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 190.0000 2,660.00 1.800 342.00 S) (2.0 MM-FRAMED) 47 1524 MM CAST-IN-DRILLED-HOLE M 215.0000 6,450.00 29.510 6,344.65 S) CONCRETE PILE (SIGN FOUNDATION) 48 METAL (BARRIER MOUNTED SIGN) KG 27.0000 16,200.00 600.000 16,200.00 49 ROADSIDE SIGN - ONE POST EA 230.0000 3,450.00 3.000 690.00 50 ROADSIDE SIGN - TWO POST EA 400.0000 2,400.00 0.000 0.00 51 ROADSIDE SIGN EA 100.0000 500.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 0.000 0.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 6,450.00 43.000 6,450.00 54 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 900.00 0.000 0.00 EXISTING POST 55 REMOVE RAILROAD TRACK LS 435,600.0000 435,600.00 1.000 435,600.00 S) 56 CONSTRUCT RAILROAD TRACK LS 850,000.0000 850,000.00 0.080 68,000.00 S) 57 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 325.0000 412,750.00 1,176.660 382,414.50 PROGRAM CAS145 PAGE 7 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 785.0000 172,700.00 247.050 193,934.25 59 600 MM ALTERNATIVE PIPE CULVERT M 410.0000 110,700.00 270.030 110,712.30 60 750 MM ALTERNATIVE PIPE CULVERT M 450.0000 4,950.00 17.000 7,650.00 61 900 MM ALTERNATIVE PIPE CULVERT M 560.0000 145,600.00 248.970 139,423.20 62 1050 MM ALTERNATIVE PIPE CULVERT M 630.0000 40,320.00 57.810 36,420.30 (TYPE A) 63 1050 MM ALTERNATIVE PIPE CULVERT M 660.0000 270,600.00 438.120 289,159.20 (TYPE B) 64 1200 MM ALTERNATIVE PIPE CULVERT M 800.0000 37,600.00 49.330 39,464.00 65 450 MM REINFORCED CONCRETE PIPE M 1.0000 31.00 0.000 0.00 66 600 MM REINFORCED CONCRETE PIPE M 715.0000 22,880.00 50.930 36,414.95 67 750 MM REINFORCED CONCRETE PIPE M 480.0000 6,720.00 17.000 8,160.00 68 900 MM REINFORCED CONCRETE PIPE M 630.0000 25,830.00 16.600 10,458.00 69 1050 MM REINFORCED CONCRETE PIPE M 830.0000 5,810.00 7.310 6,067.30 70 1650 MM REINFORCED CONCRETE PIPE M 1,400.0000 19,600.00 14.000 19,600.00 71 450 MM REINFORCED CONCRETE PIPE M 315.0000 7,245.00 9.750 3,071.25 (CLASS V) 72 600 MM REINFORCED CONCRETE PIPE M 560.0000 19,600.00 23.160 12,969.60 (CLASS V) 73 750 MM REINFORCED CONCRETE PIPE M 475.0000 5,700.00 12.310 5,847.25 (CLASS V) 74 900 MM REINFORCED CONCRETE PIPE M 600.0000 16,200.00 29.990 17,994.00 (CLASS V) 75 1050 MM CORRUGATED STEEL PIPE M 1.0000 9.00 0.000 0.00 (3.51 MM THICK) 76 1650 MM CORRUGATED STEEL PIPE M 1,100.0000 15,400.00 20.060 22,066.00 (3.51 MM THICK) 77 450 MM CORRUGATED STEEL PIPE WITH M 350.0000 32,550.00 92.610 32,413.50 POLYMERIC COATING (1.63 MM THICK) 78 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 213,000.00 704.170 211,251.00 (1.63 MM THICK) 79 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 1,100.0000 4,400.00 4.250 4,675.00 80 600 MM WELDED STEEL PIPE (3.40 MM THICK) M 1,100.0000 18,700.00 41.350 45,485.00 81 750 MM WELDED STEEL PIPE (9.53 MM THICK) M 1,200.0000 3,600.00 5.000 6,000.00 82 900 MM WELDED STEEL PIPE (9.53 MM THICK) M 1,400.0000 5,600.00 35.200 49,280.00 83 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 84 750 MM CONCRETE FLARED END SECTION EA 1,100.0000 3,300.00 3.000 3,300.00 PROGRAM CAS145 PAGE 8 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 86 1050 MM CONCRETE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500.00 87 1050 MM ALTERNATIVE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500.00 88 ROCK SLOPE PROTECTION M3 160.0000 52,800.00 190.650 30,504.00 (FACING, METHOD B) 89 SLOPE PAVING (CONCRETE) M3 1,900.0000 5,700.00 11.500 21,850.00 F) 90 ROCK SLOPE PROTECTION FABRIC M2 5.0000 2,850.00 539.000 2,695.00 91 MINOR CONCRETE (MISCELLANEOUS M3 1,300.0000 130,000.00 155.550 202,215.00 CONSTRUCTION) 92 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 200.0000 24,000.00 210.200 42,040.00 93 MISCELLANEOUS IRON AND STEEL KG 2.7500 55,825.00 16,952.000 46,618.00 SF) 94 GRATE LOCKING DEVICE EA 300.0000 3,000.00 10.000 3,000.00 S) 95 CHAIN LINK FENCE (TYPE CL-1.2) M 70.0000 30,800.00 336.520 23,556.40 S) 96 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 77,000.00 250.160 17,511.20 S) 97 METAL BEAM GUARD RAILING (WOOD POST) M 132.0000 19,800.00 87.630 11,567.16 S) 98 CHAIN LINK RAILING (TYPE 7) M 180.0000 34,560.00 193.000 34,740.00 SF) 99 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 155.0000 274,350.00 1,418.500 219,867.50 S) 00 CONCRETE BARRIER (TYPE 26 MODIFIED) M 250.0000 15,500.00 62.000 15,500.00 F) 01 METAL BRIDGE RAILING LS 13,000.0000 13,000.00 0.000 0.00 SF) 02 TRANSITION RAILING (TYPE WB) EA 3,775.0000 3,775.00 1.000 3,775.00 S) 03 TERMINAL SYSTEM (TYPE SRT) EA 2,675.0000 2,675.00 1.000 2,675.00 S) 04 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,675.0000 2,675.00 0.000 0.00 S) 05 CRASH CUSHION, SAND FILLED EA 900.0000 2,700.00 1.000 900.00 S) 06 CRASH CUSHION (ADIEM) EA 40,000.0000 40,000.00 0.000 0.00 S) 07 CONCRETE BARRIER (TYPE 60) M 280.0000 739,200.00 1,258.440 352,363.20 08 CONCRETE BARRIER (TYPE 60C) M 760.0000 737,200.00 2,189.300 1,663,868.00 09 CONCRETE BARRIER (TYPE 60D) M 260.0000 31,200.00 117.520 30,555.20 10 CONCRETE BARRIER (TYPE 736 MODIFIED) M 710.0000 32,660.00 60.650 43,061.50 F) 11 CONCRETE BARRIER (TYPE 736S) M 450.0000 432,000.00 405.660 182,547.00 PROGRAM CAS145 PAGE 9 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 736SV) M 27.0000 38,340.00 0.000 0.00 13 THERMOPLASTIC PAVEMENT MARKING M2 65.0000 3,250.00 63.000 4,095.00 63.000 4,095.00 S) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 19,145.00 12,335.980 21,587.97 S) 15 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,340.00 1,077.440 3,232.32 S) 16 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,160.00 756.400 2,269.20 S) (BROKEN 3.66 M - 0.92 M) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 150.00 579.880 869.82 S) (BROKEN 5.18 M - 2.14 M) 18 PAINT TRAFFIC STRIPE (2-COAT) M 1.5000 4,080.00 0.000 0.00 S) 19 PAINT PAVEMENT MARKING (2-COAT) M2 65.0000 585.00 0.000 0.00 S) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 22,050.00 5,584.000 27,920.00 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 12,740.00 830.000 5,395.00 2,233.000 14,514.50 S) 22 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.900 22,500.00 S) 23 LIGHTING (BIKE PATH) LS 290,000.0000 290,000.00 0.950 275,500.00 S) 24 LIGHTING (CITY) LS 10,000.0000 10,000.00 0.020 200.00 0.550 5,500.00 S) 25 LIGHTING (CITY STAGE CONSTRUCTION) LS 9,000.0000 9,000.00 1.000 9,000.00 S) 26 LIGHTING AND SIGN ILLUMINATION LS 90,000.0000 90,000.00 1.000 90,000.00 S) (STAGE CONSTRUCTION) 27 LIGHTING AND SIGN ILLUMINATION LS 270,000.0000 270,000.00 0.020 5,400.00 0.970 261,900.00 S) 28 FLASHING BEACON SYSTEM LS 45,000.0000 45,000.00 0.200 9,000.00 0.700 31,500.00 S) 29 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 0.900 13,500.00 S) 30 TRAFFIC OPERATIONS SYSTEM LS 570,000.0000 570,000.00 0.980 558,600.00 S) 31 DIAL-UP MODEM EA 2,000.0000 2,000.00 1.000 2,000.00 S) 32 GENERAL PACKET RADIO SYSTEM WIRELESS EA 3,000.0000 18,000.00 6.000 18,000.00 S) MODEM ASSEMBLY 33 CAMERA UNIT EA 6,000.0000 6,000.00 1.000 6,000.00 S) 34 PAN/TILT UNIT EA 4,500.0000 4,500.00 1.000 4,500.00 S) 35 CAMERA CONTROL UNIT EA 4,500.0000 4,500.00 1.000 4,500.00 S) 36 VIDEO ENCODER UNIT EA 29,000.0000 29,000.00 1.000 29,000.00 S) 37 INTEGRATED SERVICE DIGITAL NETWORK EA 2,000.0000 2,000.00 1.000 2,000.00 S) TERMINAL ADAPTER 38 RELOCATE UNDERGROUND ELECTRIC CONDUITS LS 17,000.0000 17,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 SAMPLING AND ANALYSIS LS 50,000.0000 50,000.00 1.000 50,000.00 41 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 42 ASBESTOS COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 43 STRUCTURE EXCAVATION (TYPE Y-2) M3 40.0000 116,000.00 951.730 38,069.20 (AERIALLY DEPOSITED LEAD) 44 STRUCTURE EXCAVATION (TYPE TPH) M3 125.0000 12,500.00 1,741.620 217,702.50 PROGRAM CAS145 PAGE 11 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 08:08 AM ESTIMATE NO. 29 BID OPENING 05/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: SARGISS, RAMSES DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 129,936.58 37,477,815.95 ADJUSTMENT OF COMPENSATION 0.00 1,047,586.26 EXTRA WORK 425,133.28 7,134,515.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 555,069.86 45,659,917.93 45 MOBILIZATION LS 4385,000.0000 4,385,000.00 1.000 4,385,000.00 ORIGINAL CONTRACT AMOUNT 43,851,526.41 TOTAL WORK COMPLETED 555,069.86 50,044,917.93 MATERIALS ON HAND ON SITE 1,173,271.36 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 555,069.86 51,218,189.29 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 08/15/07 515 08/15/07 08/15/07 03/02/10 419 158 59 4 91% 100% PROGRESS IS SATISFACTORY CCO DIFFER TIME SARGISS, RAMSES RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 12/22/09