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 05/30/08 EST. NO.24 TIME 07:47 AM R.E. NAME: HATEFI, AMIR 04-263704 --------------------------------------------------------------------------- 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 0011 1,913.45 E.W. @ F.A.(+) 061606 N 0027.0 0177 210.05 092407 N 0336.0 0178 210.05 092507 N 0337.0 0179 210.05 092607 N 0338.0 0180 210.05 092707 N 0339.0 0181 210.05 092807 N 0340.0 0182 406.67 092907 N 0341.0 0183 492.72 093007 N 0342.0 0184 210.05 100107 N 0343.0 0185 210.05 100207 N 0344.0 0186 210.05 100307 N 0345.0 0187 210.05 100407 N 0346.0 0188 210.05 100507 N 0347.0 0189 406.67 100607 N 0348.0 0190 492.72 100707 N 0349.0 0191 203.33 100807 N 0350.0 0192 210.05 100907 N 0351.0 0193 210.05 101007 N 0352.0 0194 210.05 101107 N 0353.0 0195 210.05 101207 N 0354.0 0196 406.67 101307 N 0355.0 0197 492.72 101407 N 0356.0 0198 210.05 101507 N 0357.0 0199 210.05 101607 N 0358.0 0200 210.05 101707 N 0359.0 0201 210.05 101807 N 0360.0 0202 210.05 101907 N 0361.0 0203 492.72 102007 N 0362.0 0204 492.72 102107 N 0363.0 0206 175.71 082907 N 0397.0 0207 289.93 083107 N 0398.0 0208 351.44 090107 N 0399.0 0209 423.72 090207 N 0400.0 0210 423.72 090307 N 0401.0 0211 289.93 090407 N 0402.0 0212 144.96 090607 N 0403.0 0213 144.96 090507 N 0404.0 0214 144.96 090707 N 0405.0 0216 545.70 090907 N 0411.0 0217 256.31 091007 N 0412.0 0218 263.03 091107 N 0413.0 0219 263.03 091207 N 0414.0 0220 263.03 091307 N 0415.0 0221 263.03 091407 N 0416.0 0222 459.65 091507 N 0417.0 0223 545.70 091607 N 0418.0 0224 263.03 091707 N 0419.0 0225 263.03 091807 N 0420.0 0226 263.03 091907 N 0421.0 0227 263.03 092007 N 0422.0 0228 263.03 092107 N 0423.0 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 05/30/08 EST. NO.24 TIME 07:47 AM R.E. NAME: HATEFI, AMIR 04-263704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0229 459.65 092207 N 0424.0 0230 545.70 092307 N 0425.0 0235 528.00 071106 N 0065.1 0236 14.89 021307 N 0120.2 0240 1,468.95 012807 N 0483.0 0243 1,383.90 021208 N 0486.0 0245 1,417.50 112806 N 0488.0 0260 146.97 072507 N 0511.0 0264 259.68 102207 Y 0516.0 0265 259.68 102307 Y 0517.0 0266 259.68 102407 Y 0518.0 0267 259.68 102907 Y 0519.0 0268 259.68 103007 Y 0520.0 0269 259.68 103107 Y 0521.0 0270 259.68 110107 Y 0522.0 0271 259.68 110207 Y 0523.0 0273 1,791.92 122707 Y 0525.0 0274 464.13 011108 Y 0526.0 0276 1,858.50 041707 N 0570.0 002 0016 4.80 A.C. @ U.P.(+) 092307 Y 0575.0 0017 6.40 112507 Y 0576.0 0018 3.20 122807 Y 0577.0 003 0011 166.44 E.W. @ F.A.(+) 101306 Y 0489.0 004 0014 600.00 E.W. @ F.A.(+) 080206 Y 0561.0 0015 600.00 042307 Y 0562.0 013 0001 403.81 E.W. @ F.A.(+) 042506 N 0527.0 018 0001 954.26 E.W. @ F.A.(+) 120106 N 0288.0 0004 5,484.00 011807 N 0291.0 0005 1,408.39 012607 N 0297.0 0006 54.91 012607 N 0298.0 0007 1,369.51 020507 N 0299.0 0008 781.39 012907 N 0300.0 0013 7,480.20 A.C. @ L.S.(+) 062907 N 018004 0014 2,367.97 E.W. @ F.A.(+) 013107 N 0291.1 0015 297.52 012607 N 0476.0 0016 390.70 013007 N 0477.0 0017 346.02 020207 N 0478.0 023 0010 495.00 E.W. @ F.A.(+) 051607 N 0292.1 026 0006 2,559.90 E.W. @ F.A.(+) 021208 N 0473.0 033 0021 127.81 E.W. @ F.A.(+) 070507 N 0375.0 0023 1,870.55 061407 N 0365.1 034 0026 3,381.46 A.C. @ F.A.(+) 112006 N 194.10 0027 5,453.94 112106 N 195.10 0028 2,593.48 112206 N 196.10 0029 1,055.34 E.W. @ F.A.(+) 073007 Y 0295.0 035 0001 2,091.63 E.W. @ F.A.(+) 110607 N 0427.0 0004 565.10 110507 N 0437.0 036 0002 3,807.53 E.W. @ F.A.(+) 101906 Y 0529.0 0003 3,450.31 102006 N 0530.0 038 0003 956.79 E.W. @ F.A.(+) 011707 Y 0533.0 0004 2,192.58 032207 Y 0534.0 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 05/30/08 EST. NO.24 TIME 07:47 AM R.E. NAME: HATEFI, AMIR 04-263704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0007 22,364.29 E.W. @ L.S.(+) 112006 Y 038007 039 0001 3,360.00 E.W. @ L.S.(+) 080807 N 039001 0002 4,830.00 080807 N 039002 0003 3,570.00 080807 N 039003 0004 1,316.30 E.W. @ F.A.(+) 062507 N 0537.0 0005 804.36 062607 N 0538.0 0006 650.67 080307 N 0539.0 0007 185.69 080807 N 0540.0 0008 563.17 081007 N 0541.0 041 0001 13,771.00 E.W. @ L.S.(+) 102006 N 041001 042 0001 8,186.67 E.W. @ F.A.(+) 111007 N 0381.0 0002 4,177.73 111107 N 0382.0 0004 762.45 120607 Y 0438.0 0008 744.75 011108 N 0472.0 047 0001 737.94 E.W. @ F.A.(+) 081407 N 0439.0 048 0001 397,798.54 E.W. @ U.P (+) 082107 N 048001 051 0001 144.96 E.W. @ F.A.(+) 090407 Y 0440.0 0002 627.87 090507 N 0441.0 0003 594.16 090607 N 0442.0 0004 2,226.00 041307 N 0557.0 052 0001 1,776.60 E.W. @ F.A.(+) 121707 N 0490.0 0005 662.47 110207 N 0543.0 0010 790.04 121707 N 0548.0 0012 41,431.39 E.W. @ L.S.(+) 122007 N 052012 053 0001 1,269.65 E.W. @ F.A.(+) 102507 N 0383.0 0002 12,468.72 101307 N 0386.0 0003 1,907.58 101507 N 0388.0 0007 1,763.59 102007 N 0452.0 0008 1,883.98 102207 Y 0453.0 0011 4,170.18 102507 Y 0456.0 0012 1,364.16 102607 N 0457.0 0018 101.21 110207 N 0463.0 0019 2,966.16 110307 N 0464.0 0020 80.95 110807 N 0465.0 0023 1,960.06 112007 N 0466.0 0026 4,673.67 112107 N 0469.0 0027 1,016.60 113007 N 0470.0 0028 1,465.01 010308 N 0471.0 0029 18,711.00 100807 N 0460.1 0031 1,046.20 101807 N 0450.1 0032 1,955.99 101907 N 0451.1 0033 1,873.96 102507 N 0456.1 0034 1,431.25 102907 N 0458.1 0035 1,431.25 103107 N 0459.1 0036 110.51 110107 N 0461.1 0037 536.72 110207 N 0462.1 0039 1,372.12 103007 N 0551.0 0040 235.36 110107 N 0552.0 0041 281.37 110107 N 0553.0 0045 15,400.00 E.W. @ U.P (+) 101307 N 053045 058 0001 3,620.00 E.W. @ F.A.(+) 050608 N 0580.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 05/30/08 EST. NO.24 TIME 07:47 AM R.E. NAME: HATEFI, AMIR 04-263704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 679,008.09 TOTAL THIS ESTIMATE 3,464,926.16 TOTAL PREVIOUS ESTIMATE 4,143,934.25 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 05/30/08 EST. NO.24 TIME 07:47 AM R.E. NAME: HATEFI, AMIR 04-263704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE OPNING -34,200.00 02 SWPPP VIOLATION -25,054.84 02 LATE CLOSURE OPENIN 34,200.00 04 SWPPP VIOLATION 25,054.84 04 SWPPP VIOLATION -39,520.73 06 SWPPP VIOLATION 39,250.73 07 SWPPP VIOLATION 270.00 08 PENDING CCO #60 -4,527.75 24 -4,527.75 -4,527.75 OTHER OUTSTANDING DOCUMENTS MISSING DOCUMENTS -10,000.00 23 RECEIVED FOR S 10,000.00 24 10,000.00 0.00 TOTAL DEDUCTIONS 5,472.25 -4,527.75 PROGRAM CAS145 PAGE 1 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 LOCATION SEMI-FINAL ESTIMATE 04-CC-80-9.8/12.9 ------------------- C C MYERS INC IN CONTRA COSTA COUNTY NEAR P O BOX 2948 HERCULES FROM 0.2 KM WEST OF 80 AND RANCHO CORDOVA CA 957412948 4 SEPARATION TO 0.3 KM EAST OF CUMMINGS SKYWAY OVERCROSSING FED. AID NO. ACIM-080 -1(107)N 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 9,000.0000 9,000.00 0.250 2,250.00 1.000 9,000.00 02 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 1.000 500,000.00 03 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 1.000 7,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 05 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 07 TYPE III BARRICADE EA 150.0000 1,800.00 12.000 1,800.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.5000 84,150.00 11,006.410 93,554.49 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,400.00 151.000 6,040.00 S) 10 TEMPORARY PAVEMENT MARKER EA 8.5000 43,350.00 4,240.000 36,040.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 S) 12 TEMPORARY RAILING (TYPE K) M 70.0000 315,000.00 5,103.697 357,258.79 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 27,600.00 4.200 1,260.00 87.100 26,130.00 S) 14 ABANDON CULVERT EA 1,000.0000 5,000.00 5.000 5,000.00 15 OBLITERATE SURFACING M2 5.0000 2,000.00 393.500 1,967.50 16 REMOVE CHAIN LINK FENCE M 5.0000 1,050.00 196.150 980.75 17 REMOVE ENTRANCE TAPER EA 250.0000 2,750.00 11.000 2,750.00 18 REMOVE METAL BEAM GUARD RAILING M 25.0000 6,000.00 190.260 4,756.50 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.0000 29,470.00 5,727.730 40,094.11 STRIPE 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 2,222.50 1,934.840 3,385.97 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,000.00 49.550 991.00 22 REMOVE PAVEMENT MARKER EA 1.0000 4,320.00 4,120.000 4,120.00 PROGRAM CAS145 PAGE 2 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 150.0000 1,050.00 10.000 1,500.00 24 REMOVE SIGN STRUCTURE EA 4,500.0000 4,500.00 1.000 4,500.00 25 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,150.00 1,338.500 6,692.50 26 REMOVE PIPE M 50.0000 2,600.00 51.400 2,570.00 27 REMOVE INLET EA 650.0000 9,100.00 14.000 9,100.00 28 REMOVE HEADWALL EA 800.0000 800.00 1.000 800.00 29 REMOVE DOWNDRAIN EA 500.0000 6,500.00 13.000 6,500.00 30 REMOVE MANHOLE EA 1,200.0000 7,200.00 6.000 7,200.00 31 REMOVE ASPHALT CONCRETE SURFACING M2 9.0000 3,060.00 337.000 3,033.00 32 SALVAGE ROADSIDE SIGN PANEL EA 250.0000 1,750.00 4.000 1,000.00 33 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 1,000.00 7.620 952.50 S) (WOOD POST) 34 RELOCATE ROADSIDE SIGN EA 300.0000 3,600.00 17.000 5,100.00 35 ADJUST MONUMENT TO GRADE EA 500.0000 500.00 0.000 0.00 36 ADJUST INLET EA 1,200.0000 3,600.00 3.000 3,600.00 37 ADJUST MANHOLE EA 750.0000 750.00 1.000 750.00 38 ADJUST UTILITY COVER TO GRADE EA 500.0000 4,000.00 3.000 1,500.00 39 MODIFY INLET EA 1,500.0000 3,000.00 2.000 3,000.00 40 MODIFY MANHOLE EA 2,000.0000 2,000.00 1.000 2,000.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 21,400.00 235.890 471.78 S) 42 REMOVE CONCRETE CURB M 12.0000 2,280.00 15.100 181.20 43 REMOVE CONCRETE (CURB AND GUTTER) M 15.0000 4,800.00 1,131.224 16,968.36 44 REMOVE CONCRETE SIDEWALK M2 20.0000 2,800.00 131.400 2,628.00 45 REMOVE CONCRETE BARRIER M 25.0000 750.00 43.000 1,075.00 46 CLEAN BRIDGE DECK M2 4.0000 6,536.00 0.000 0.00 47 REMOVE CRASH CUSHION EA 3,500.0000 3,500.00 1.000 3,500.00 48 BRIDGE REMOVAL, LOCATION A LS 165,000.0000 165,000.00 1.000 165,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 PROGRAM CAS145 PAGE 3 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 51 ROADWAY EXCAVATION M3 25.1500 1,383,250.00 47,638.440 1,198,106.77 52 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 53 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 50,480.00 631.000 50,480.00 F) 54 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 70.0000 141,050.00 1,661.000 116,270.00 F) 55 STRUCTURE BACKFILL (BRIDGE) M3 125.0000 63,500.00 508.000 63,500.00 F) 56 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 100.0000 7,800.00 78.000 7,800.00 F) 57 PERVIOUS BACKFILL MATERIAL M3 125.0000 2,750.00 22.000 2,750.00 58 SAND BACKFILL M3 110.0000 1,760.00 15.220 1,674.20 59 DITCH EXCAVATION M3 12.0000 1,920.00 157.700 1,892.40 60 SOIL NAIL ASSEMBLY M 55.0000 493,075.00 7,861.500 432,382.50 S) 61 IMPORTED MATERIAL (SHOULDER BACKING) M3 25.0000 2,200.00 88.000 2,200.00 62 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.400 4,000.00 1.000 10,000.00 S) 63 METAL SILHOUETTE LS 100,000.0000 100,000.00 0.000 0.00 64 EROSION CONTROL (NETTING) M2 10.0000 9,700.00 805.000 8,050.00 S) 65 STRAW (EROSION CONTROL) TONN 350.0000 3,850.00 20.390 7,136.50 S) 66 FIBER (EROSION CONTROL) KG 1.0000 5,210.00 10,582.270 10,582.27 S) 67 FIBER ROLLS M 40.0000 112,800.00 3,232.460 129,298.40 S) 68 COMPOST (EROSION CONTROL) KG 1.0000 10,500.00 23,825.000 23,825.00 S) 69 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 4,000.00 6.000 12,000.00 70 PURE LIVE SEED TYPE 1 (EROSION CONTROL) KG 115.0000 5,635.00 88.740 10,205.10 S) 71 PURE LIVE SEED TYPE 2 (EROSION CONTROL) KG 65.0000 8,450.00 145.500 9,457.50 S) 72 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 3,140.00 2,977.500 5,955.00 S) 73 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,200.00 694.470 2,083.41 S) 74 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 75 IRRIGATION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 76 WATER METER EA 30,000.0000 90,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 200 MM CORRUGATED HIGH DENSITY M 130.0000 5,590.00 22.000 2,860.00 S) POLYETHYLENE PIPE CONDUIT 78 CLASS 4 AGGREGATE SUBBASE M3 50.0000 245,000.00 5,290.400 264,520.00 79 CLASS 2 AGGREGATE BASE M3 100.0000 800.00 7.600 760.00 80 CLASS 3 AGGREGATE BASE M3 50.0000 85,000.00 1,016.200 50,810.00 81 LEAN CONCRETE BASE M3 230.0000 851,000.00 3,731.580 858,263.40 82 REPLACE ASPHALT CONCRETE SURFACING M3 175.0000 875.00 4.100 717.50 83 ASPHALT CONCRETE (TYPE A) TONN 85.0000 238,000.00 5,521.540 469,330.90 84 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 130.0000 170,300.00 -3,060.000 -397,800.00 0.000 0.00 85 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 525.00 103.250 2,581.25 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 8,100.00 1,474.500 8,847.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 720.00 79.970 479.82 88 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 11,340.00 1,928.910 11,573.46 89 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 198.00 28.050 168.30 90 CONCRETE PAVEMENT M3 350.0000 2,397,500.00 6,961.300 2,436,455.00 91 SEAL PAVEMENT JOINT M 3.5000 27,685.00 6,311.920 22,091.72 92 SEAL LONGITUDINAL ISOLATION JOINT M 5.5000 17,765.00 3,218.300 17,700.65 93 SEAL LONGITUDINAL JOINT M 5.0000 11,350.00 2,226.000 11,130.00 94 1380 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 212,500.00 88.900 222,250.00 S) PILING 95 FURNISH PILING (CLASS 625) M 150.0000 50,250.00 272.000 40,800.00 96 DRIVE PILE (CLASS 625) EA 5,000.0000 50,000.00 10.000 50,000.00 S) 97 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 280,000.00 2,240.000 280,000.00 S) PILING (SOUND WALL) 98 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 2,590.00 14.000 2,590.00 S) PILING (SOUND WALL) 99 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 80,700.00 269.000 80,700.00 F) 00 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 271,000.00 271.000 271,000.00 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 434,000.00 0.000 0.00 F) 02 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 171,600.00 0.870 1,131.00 131.930 171,509.00 F) 03 MINOR CONCRETE (SOUND WALL) M3 550.0000 93,500.00 169.000 92,950.00 PROGRAM CAS145 PAGE 5 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FRACTURED RIB TEXTURE (MODIFIED) M2 125.0000 356,625.00 -1,846.000 -230,750.00 0.000 0.00 05 DRILL AND BOND DOWEL M 100.0000 800.00 7.500 750.00 06 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 480,000.00 24.000 480,000.00 S) BOX GIRDER (25 M - 30 M) 07 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 300.0000 7,200.00 24.000 7,200.00 S) GIRDER 08 REFINISH BRIDGE DECK M2 350.0000 10,150.00 0.000 0.00 09 SOUND WALL (MASONRY BLOCK) M2 230.0000 929,200.00 4,040.000 929,200.00 SF) 10 JOINT SEAL (MR 30 MM) M 110.0000 2,970.00 27.000 2,970.00 S) 11 JOINT SEAL (MR 15 MM) M 100.0000 1,800.00 18.000 1,800.00 S) 12 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 195,600.00 78,240.000 195,600.00 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) KG 3.5000 324,800.00 77,920.000 272,720.00 SF) 14 SHOTCRETE M3 600.0000 212,400.00 277.000 166,200.00 15 TREAT BRIDGE DECK M2 4.0000 6,536.00 0.000 0.00 16 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 11,754.00 0.000 0.00 (LOW ODOR) 17 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.5000 124,850.00 22,700.000 124,850.00 F) 18 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.0000 45,400.00 22,700.000 45,400.00 SF) 19 FURNISH SIGN STRUCTURE (TRUSS) KG 16.0000 292,000.00 23,752.000 380,032.00 F) 20 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 18,250.00 23,752.000 23,752.00 SF) 21 920 MM CAST-IN-DRILLED-HOLE M 1,800.0000 46,800.00 26.000 46,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 22 METAL (BARRIER MOUNTED SIGN) KG 35.0000 25,200.00 825.000 28,875.00 23 ROADSIDE SIGN - ONE POST EA 450.0000 1,350.00 5.000 2,250.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 500.00 2.000 500.00 METHOD) 25 INSTALL ROADSIDE SIGN PANEL ON EA 500.0000 2,500.00 3.000 1,500.00 EXISTING POST 26 CLEAN AND PAINT STRUCTURAL STEEL LS 30,000.0000 30,000.00 1.000 30,000.00 S) 27 WORK AREA MONITORING LS 1,500.0000 1,500.00 0.000 0.00 S) 28 450 MM REINFORCED CONCRETE PIPE M 260.0000 624,000.00 2,394.400 622,544.00 29 750 MM REINFORCED CONCRETE PIPE M 300.0000 8,700.00 1.000 300.00 30.000 9,000.00 30 GEOCOMPOSITE DRAIN M2 30.0000 10,560.00 293.000 8,790.00 PROGRAM CAS145 PAGE 6 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FILTER FABRIC M2 1.0000 11,800.00 23,646.200 23,646.20 32 CLASS 3 PERMEABLE MATERIAL M3 80.0000 198,400.00 2,481.540 198,523.20 33 200 MM ALTERNATIVE PIPE UNDERDRAIN M 110.0000 150,700.00 1,364.000 150,040.00 34 300 MM BITUMINOUS COATED CORRUGATED M 140.0000 43,400.00 310.000 43,400.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 35 300 MM DOWNDRAIN SLIP JOINT EA 450.0000 5,850.00 13.000 5,850.00 36 300 MM ANCHOR ASSEMBLY EA 175.0000 7,350.00 34.000 5,950.00 37 300 MM TO 200 MM CORRUGATED STEEL EA 200.0000 200.00 1.000 200.00 REDUCER (1.63 MM THICK) 38 GRATED LINE DRAIN M 380.0000 357,200.00 935.700 355,566.00 39 200 MM STEEL CASING M 75.0000 8,850.00 132.000 9,900.00 F) 40 250 MM STEEL CASING M 90.0000 5,310.00 59.000 5,310.00 F) 41 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 200.0000 1,600.00 0.000 0.00 42 300 MM BITUMINOUS COATED STEEL EA 100.0000 800.00 8.000 800.00 FLARED END SECTION 43 ROCK SLOPE PROTECTION M3 115.0000 4,140.00 35.200 4,048.00 (FACING, METHOD B) 44 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 64.0000 3,008.00 46.800 2,995.20 45 SLOPE PAVING (CONCRETE) M3 900.0000 109,800.00 122.000 109,800.00 F) 46 MINOR CONCRETE (DITCH LINING) M3 900.0000 44,100.00 14.790 13,311.00 58.200 52,380.00 47 ROCK SLOPE PROTECTION FABRIC M2 5.0000 950.00 184.000 920.00 48 MINOR CONCRETE (CURB) M 80.0000 8,000.00 94.290 7,543.20 49 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 59,000.00 57.850 57,850.00 CONSTRUCTION) 50 MINOR CONCRETE (CURB AND GUTTER) M 80.0000 8,800.00 101.670 8,133.60 51 MINOR CONCRETE (CURB AND SIDEWALK) M3 500.0000 650.00 1.310 655.00 52 MINOR CONCRETE (DRIVEWAY) M3 750.0000 2,100.00 4.750 3,562.50 53 MINOR CONCRETE (GUTTER) M3 1,000.0000 35,000.00 9.000 9,000.00 43.900 43,900.00 54 MINOR CONCRETE (SIDEWALK) M3 400.0000 4,000.00 9.600 3,840.00 55 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 62,000.00 585.900 58,590.00 56 MINOR CONCRETE (CURB RAMP) M3 450.0000 1,215.00 4.210 1,894.50 PROGRAM CAS145 PAGE 7 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 MISCELLANEOUS IRON AND STEEL KG 2.0000 27,824.00 226.000 452.00 13,990.000 27,980.00 SF) 58 MISCELLANEOUS METAL KG 12.0000 6,624.00 552.000 6,624.00 SF)(RESTRAINER - CABLE TYPE) 59 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 132,904.00 13,539.000 108,312.00 SF) 60 CHAIN LINK FENCE (TYPE CL-1.8) M 150.0000 25,500.00 92.380 13,857.00 S) 61 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 64,950.00 0.000 0.00 SF)VINYL-CLAD) 62 CHAIN LINK GATE EA 1,800.0000 1,800.00 1.000 1,800.00 S) 63 DELINEATOR (CLASS 1) EA 50.0000 3,250.00 65.000 3,250.00 64 OBJECT MARKER (TYPE K-1) EA 50.0000 50.00 3.000 150.00 65 METAL BEAM GUARD RAILING (STEEL POST) M 40.0000 2,280.00 52.860 2,114.40 S) 66 CHAIN LINK RAILING (TYPE 7) M 100.0000 14,800.00 148.000 14,800.00 SF) 67 PEDESTRIAN BARRICADE EA 750.0000 750.00 1.000 750.00 68 CONCRETE BARRIER (TYPE 26) M 550.0000 40,700.00 74.000 40,700.00 F) 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 7,500.00 4.000 6,000.00 S) 70 CONCRETE BARRIER (TYPE 60E) M 555.0000 16,650.00 43.600 24,198.00 71 CONCRETE BARRIER (TYPE 732) M 275.0000 54,175.00 137.000 37,675.00 F) 72 CONCRETE BARRIER (TYPE 732SB) M 1,700.0000 510,000.00 159.000 270,300.00 73 CONCRETE BARRIER (TYPE 736SV) M 400.0000 124,000.00 301.600 120,640.00 74 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 5,250.00 146.400 5,124.00 S) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 12,500.00 11,219.850 11,219.85 S) 76 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,020.00 516.200 1,032.40 S) 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 71.00 73.170 73.17 S) (BROKEN 10.98 M - 3.66 M) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 260.00 255.180 255.18 S) (BROKEN 5.18 M - 2.14 M) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 8,200.00 4,031.000 8,062.00 S) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,400.00 1,646.000 6,584.00 S) 81 SIGNAL AND LIGHTING (I80 WB OFF RAMP LS 175,000.0000 175,000.00 1.000 175,000.00 S) AT WILLOW AVENUE) 82 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 175,000.0000 175,000.00 1.000 175,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 2) PROGRAM CAS145 PAGE 8 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 83 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 80,000.0000 80,000.00 1.000 80,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 3) 84 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 200,000.0000 200,000.00 1.000 200,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 4) 85 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 120,000.0000 120,000.00 1.000 120,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 5) 86 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 120,000.0000 120,000.00 1.000 120,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 7) 87 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 30,000.0000 30,000.00 1.000 30,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 8) 88 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 80,000.0000 80,000.00 1.000 80,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 9) PROGRAM CAS145 PAGE 9 DATE 05/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:47 AM ESTIMATE NO. 24 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/08 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 05/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -596,846.00 15,369,259.90 ADJUSTMENT OF COMPENSATION 18,923.48 1,369,581.67 EXTRA WORK 660,084.61 2,774,352.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 82,162.09 19,513,194.15 89 MOBILIZATION LS 1825,000.0000 1,825,000.00 1.000 1,825,000.00 ORIGINAL CONTRACT AMOUNT 18,638,122.50 TOTAL WORK COMPLETED 82,162.09 21,338,194.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,472.25 -4,527.75 TOTAL 87,634.34 21,333,666.40 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 02/02/06 130 04/03/06 04/03/06 02/13/08 398 68 184 6 100% 100% HATEFI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 05/30/08