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 07/21/09 EST. NO.30 TIME 09:15 AM R.E. NAME: SHOKROLLAH MO 04-264204 --------------------------------------------------------------------------- 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 0775 1,679.40 E.W. @ F.A.(+) 101207 N 0230.0 0781 1,154.37 041709 N 2291.0 0783 407.25 042809 N 2302.0 0784 355.02 042909 N 2303.0 0785 85.33 041009 N 2306.0 0788 594.43 040909 N 5856.0 0792 460.19 042009 N 5860.0 0800 115.02 060309 N 5875.0 0806 650.35 051309 N 2319.0 0807 413.78 051409 N 2320.0 0808 635.70 051809 N 2350.0 0809 574.40 051909 N 2352.0 0810 441.86 052009 N 2354.0 0811 510.76 052109 N 2357.0 0812 451.46 052209 N 2359.0 0813 451.46 052609 N 2361.0 0814 451.46 052709 N 2362.0 0815 363.10 052809 N 2365.0 0816 57.93 052909 N 2366.0 0817 343.42 052909 N 2367.0 011 0134 1,073.77 E.W. @ F.A.(+) 061209 N 5886.0 0135 2,640.32 052909 N 2368.0 0135-1 -2,640.32 052909 N 2368.0 DAO CORRECTING ENTRY 0135-2 2,676.58 052909 N 2368.0 DAO CORRECTING ENTRY 012 0156 790.88 E.W. @ F.A.(+) 061509 N 5887.0 015 0057 713.57 E.W. @ F.A.(+) 041609 N 2287.0 020 0282 3,842.85 E.W. @ F.A.(+) 072208 N 2161.0 0323 8,256.05 033009 N 2337.0 0324 25,366.88 033109 N 2338.0 0327 11,890.25 042309 N 2347.0 027 0161 943.25 E.W. @ F.A.(+) 030609 N 2192.0 0169 120.81 040909 N 2285.0 0170 685.53 030609 N 2288.0 0174 137.36 033009 N 2336.0 059 0034 174.22 E.W. @ F.A.(+) 041309 N X22740 0038 12,850.56 041509 N Y22760 0039 9,860.28 041409 N X2275 1 062 0003 269.45 E.W. @ F.A.(+) 063008 N 5594. 1 075 0000 3,592.29 E.W. @ F.A.(+) 081508 N 5622. 1 0001 3,996.12 061008 N 1076. 1 0002 4,776.13 061108 N 1077. 1 0003 1,463.89 070708 N 5614. 1 0004 1,750.81 080808 N 5615. 1 0005 4,981.53 081108 N 5616. 1 0006 3,203.63 081208 N 5617. 1 0007 3,583.55 081308 N 5618. 1 0008 1,510.65 081308 N 5619. 1 0009 1,047.56 081408 N 5620. 1 0010 4,466.82 081408 N 5621. 1 0012 3,511.71 081508 N 5623. 1 0013 3,486.24 081908 N 5624. 11 PROGRAM CAS145 S C H E D U L E O F E X T R A O R K PAGE NO. 2 10 DATE 07/21/09 ST. NO.30 1 TIME 09:15 AM 0 R.E. NAME: SHOKROLLAH MO 04-264204 0 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0014 4,065.77 081908 N 5625.0 0017 566.99 081908 N 5628.0 0018 1,261.96 070308 N 5613.0 0019 2,317.94 082008 N 5629.0 0020 3,706.81 082008 N 5630.0 0021 2,104.75 082108 N 5631.0 0022 4,097.36 082108 N 5632.0 0023 2,416.47 082208 N 5633.0 0024 4,168.95 082508 N 5634.0 0025 4,179.35 082608 N 5635.0 0026 2,256.36 082608 N 5636.0 0029 7,039.89 062008 N 1292.0 0036 6,558.39 081908 N 5690.0 0037 6,435.88 082108 N 5691.0 0038 6,232.41 082608 N 5692.0 0039 4,130.65 082808 N 5693.0 0040 1,514.12 082908 N 5694.0 0041 1,197.67 090208 N 5695.0 0042 3,820.34 090208 N 5696.0 0043 2,990.10 090308 N 5697.0 0044 3,316.63 090408 N 5698.0 0045 1,981.08 090508 N 5699.0 0046 2,920.59 091908 N 5700.0 0047 5,950.22 090208 N 5704.0 0049 24.95 081308 N 5706.0 0051 166.71 080808 N 5615.1 0052 100.02 081108 N 5616.1 0053 50.02 081208 N 5617.1 0054 122.97 081508 N 5623.1 0055 135.37 081908 N 5625.1 0056 2,624.11 081208 N 1538.0 0059 3,195.16 123008 N 1745.0 0060 1,565.52 120208 N 1778.0 0061 1,808.91 123008 N 1771.0 0063 3,149.26 123108 N 1976.0 0064 379.50 120208 N 1911.0 0065 706.51 013009 N 2106.0 0066 2,006.32 020209 N 2129.0 0069 2,160.52 020209 N 2215.0 0070 4,382.50 020309 N 2217.0 078 0025 4,245.94 E.W. @ F.A.(+) 052709 N 5872.0 0028 7,258.66 060809 N 5877.0 0029 12,224.42 060909 N 5878.0 0030 9,713.68 061009 N 5879.0 0031 7,563.55 061109 N 5880.0 0032 3,383.45 061209 N 5888.0 095 0004-1 -1,832.72 E.W. @ F.A.(+) 091808 N 5754.0 DAO CORRECTING ENTRY 0005-1 -1,796.00 091808 N 5755.0 DAO CORRECTING ENTRY 0006-1 -781.45 091908 N 5756.0 DAO CORRECTING ENTRY 0016 2,047.29 051809 N 5881.0 0018 3,538.33 052009 N 5883.0 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 0 DATE 07/21/09 EST. NO.30 TIME 09:15 AM 0 R.E. NAME: SHOKROLLAH MO 04-264204 0 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0019 5,216.60 052109 N 5884.0 0020 2,034.83 052209 N 5885.0 104 0001 117,656.08 A.C. @ L.S.(+) 123108 N X00010 409,501.60 TOTAL THIS ESTIMATE 0 8,573,463.45 TOTAL PREVIOUS ESTIMATE 0 8,982,965.05 TOTAL TO DATE 1 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 0 DATE 07/21/09 EST. NO.30 TIME 09:15 AM 0 R.E. NAME: SHOKROLLAH MO 04-264204 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 RE-STAKING -680.00 07 LATE CPM SUBMITTAL -677,777.38 18 RCICASE CPM DEDUCT 677,777.38 19 0.00 -680.00 TOTAL DEDUCTIONS 0.00 -680.00 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 LOCATION PROGRESS ESTIMATE 04-SM-101-13.5/17.9 ----------------- DESILVA GATES-BROSAMER J.V. IN SAN MATEO COUNTY IN SAN MATEO, PO BOX 2909 BURLINGAME AND MILLBREA AT VARIOUS DUBLIN CA 94568 LOCATIONS FED. AID NO. HPLU-6204(60) ,L-6204(60) CONSTRUCT LANES ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.750 18,750.0 02 TIME-RELATED OVERHEAD LS 4300,000.0000 14,300,000.00 0.032 457,600.00 0.746 10,667,800.0 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 190,400.00 5,412.560 216,502.4 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 53,000.00 4,464.660 89,293.2 05 TEMPORARY EXCLUSION FENCE M 120.0000 27,600.00 140.000 16,800.0 06 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 1.000 300,000.0 07 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.0 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.032 1,920.00 0.746 44,760.0 09 NON-STORM WATER DISCHARGES LS 150,000.0000 150,000.00 0.032 4,800.00 0.746 111,900.0 10 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 42,000.00 3,874.360 23,246.1 11 TEMPORARY FIBER ROLL M 15.0000 3,600.00 2,578.560 38,678.4 12 TEMPORARY SILT FENCE M 10.0000 69,700.00 7,767.600 77,676.0 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 50,000.00 17.000 85,000.0 14 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 40,000.00 1.000 2,500.00 34.000 85,000.0 15 TEMPORARY COVER M2 5.0000 30,000.00 754.000 3,770.00 13,225.690 66,128.4 16 TEMPORARY CHECK DAM M 50.0000 3,000.00 180.780 9,039.0 17 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 48,000.00 260.000 78,000.0 18 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.700 42,000.0 S) 19 TRAFFIC CONTROL SYSTEM LS 3350,016.0000 3,350,016.00 0.063 211,051.01 0.798 2,673,312.7 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 6,000.00 282.770 14,138.5 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 12,000.00 91,534.721 91,534.7 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 134.000 5,360.0 S) 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 23 TEMPORARY PAVEMENT MARKER EA 4.0000 57,600.00 51,167.000 204,668.0 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 168,000.00 17.000 136,000.0 25 TEMPORARY RAILING (TYPE K) M 80.0000 3,488,000.00 41,319.360 3,305,548.8 26 TEMPORARY CRASH CUSHION EA 400.0000 305,600.00 5.000 2,000.00 1,118.000 447,200.0 27 TEMPORARY TRAFFIC SCREEN M 8.0000 275,200.00 27,818.170 222,545.3 28 TEMPORARY RETAINING WALL M2 150.0000 738,000.00 5,310.000 796,500.0 29 ABANDON CULVERT M 30.0000 32,700.00 548.300 16,449.0 30 ABANDON INLET EA 500.0000 13,500.00 23.000 11,500.0 31 ABANDON MANHOLE EA 500.0000 1,000.00 1.000 500.0 32 ABANDON SEWER MANHOLE EA 500.0000 1,000.00 2.000 1,000.0 33 ABANDON SEWER PIPE M 50.0000 18,000.00 361.200 18,060.0 34 REMOVE CHAIN LINK FENCE M 3.0000 17,310.00 5,770.000 17,310.0 35 REMOVE WOOD BEAM GUARD RAILING M 20.0000 4,400.00 219.450 4,389.0 36 REMOVE TRAFFIC STRIPE M 2.0000 63,200.00 52,036.400 104,072.8 37 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 400.00 161.230 8,061.5 38 REMOVE TRAFFIC STRIPE (YELLOW) M 4.0000 65,600.00 25,735.340 102,941.3 39 REMOVE PAVEMENT MARKER EA 1.0000 94,600.00 36,322.000 36,322.0 40 REMOVE ROADSIDE SIGN EA 100.0000 9,500.00 82.000 8,200.0 41 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 14.000 70,000.0 42 REMOVE SIGN FROM SIGN FRAME EA 2,500.0000 5,000.00 1.000 2,500.0 43 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 16,000.00 3.000 12,000.0 44 REMOVE SLOTTED DRAIN M 140.0000 7,700.00 0.000 0.0 45 REMOVE CULVERT M 100.0000 55,000.00 453.590 45,359.0 46 REMOVE INLET EA 1,000.0000 56,000.00 53.000 53,000.0 47 REMOVE HEADWALL EA 2,000.0000 10,000.00 2.000 4,000.0 48 REMOVE SEWER MANHOLE EA 1,000.0000 6,000.00 5.000 5,000.0 49 REMOVE SEWER PIPE M 100.0000 12,000.00 24.100 2,410.0 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 51 SALVAGE METAL FENCE M 30.0000 7,800.00 260.000 7,800.0 52 SALVAGE METAL BEAM GUARD RAILING M 40.0000 140,400.00 4,334.310 173,372.4 53 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 65,000.00 806.470 80,647.0 (WOOD POST) 54 RELOCATE METAL FENCE M 500.0000 1,000.00 2.000 1,000.0 55 ADJUST INLET EA 1,000.0000 29,000.00 24.000 24,000.0 56 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 0.000 0.0 57 ADJUST SEWER MANHOLE TO GRADE EA 1,000.0000 2,000.00 1.000 1,000.0 58 MODIFY SEWER MANHOLE EA 5,000.0000 20,000.00 4.000 20,000.0 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 392,800.00 17,871.000 71,484.00 57,195.300 228,781.2 S) 60 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 63,000.00 377.620 56,643.0 61 REMOVE CONCRETE SIDEWALK M3 150.0000 16,500.00 162.970 24,445.5 62 REMOVE CONCRETE BARRIER M 50.0000 244,500.00 5,443.000 272,150.0 63 REMOVE CONCRETE ISLAND (PORTIONS) M3 200.0000 11,600.00 39.000 7,800.0 64 REMOVE CONCRETE M3 1,500.0000 6,000.00 10.000 15,000.0 (EXISTING SOUND WALL, PORTION) 65 SURVEY OF EXISTING NON-HIGHWAY LS 300,000.0000 300,000.00 0.990 297,000.0 FACILITIES 66 VIBRATION MONITORING LS 300,000.0000 300,000.00 1.000 300,000.0 67 CAP INLET EA 1,000.0000 13,000.00 12.000 12,000.0 68 BRIDGE REMOVAL, LOCATION A LS 400,000.0000 400,000.00 1.000 400,000.0 69 BRIDGE REMOVAL, LOCATION B LS 150,000.0000 150,000.00 1.000 150,000.0 70 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 1.000 225,000.0 71 DEVELOP WATER SUPPLY LS 112,500.0000 112,500.00 0.032 3,600.00 0.746 83,925.0 72 ROADWAY EXCAVATION M3 25.0000 1,465,000.00 -195.610 -4,890.25 35,473.208 886,830.2 73 ROADWAY EXCAVATION (TYPE Z-2) M3 170.0000 1,154,300.00 5,135.150 872,975.5 (AERIALLY DEPOSITED LEAD) 74 ROADWAY EXCAVATION (TYPE Y-1) M3 25.0000 387,500.00 13,812.220 345,305.5 (AERIALLY DEPOSITED LEAD) 75 ROADWAY EXCAVATION (TYPE Y-2) M3 25.0000 81,000.00 3,138.000 78,450.0 (AERIALLY DEPOSITED LEAD) 76 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.0 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 77 STRUCTURE EXCAVATION M3 150.0000 97,500.00 556.220 83,433.0 78 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 93,390.00 1,701.300 112,285.80 4,219.800 278,506.8 F) 79 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 2,760.00 138.000 2,760.0 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.0000 18,816.00 1,323.000 18,522.0 F) 81 STRUCTURE EXCAVATION (SOUND WALL) M3 110.0000 31,900.00 292.700 32,197.0 82 STRUCTURE EXCAVATION (LAGGING WALL) M3 680.0000 639,200.00 940.000 639,200.0 F) 83 STRUCTURE EXCAVATION (TYPE Y-1) M3 110.0000 92,290.00 200.000 22,000.00 770.000 84,700.0 F) (AERIALLY DEPOSITED LEAD) 84 STRUCTURE EXCAVATION (TYPE Y-2) M3 110.0000 17,820.00 162.000 17,820.0 F) (AERIALLY DEPOSITED LEAD) 85 STRUCTURE EXCAVATION M3 110.0000 3,960.00 36.000 3,960.0 F) (RETAINING WALL NO.9) 86 STRUCTURE EXCAVATION M3 110.0000 38,280.00 0.000 0.0 F) (RETAINING WALL NO.10) 87 STRUCTURE EXCAVATION M3 110.0000 31,680.00 288.000 31,680.0 F) (RETAINING WALL NO.11) 88 STRUCTURE BACKFILL M3 100.0000 17,000.00 208.050 20,805.0 89 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 207,680.00 190.000 7,600.00 2,286.000 91,440.0 F) 90 STRUCTURE BACKFILL (LAGGING WALL) M3 80.0000 63,360.00 625.000 50,000.0 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 134,000.00 2,386.000 119,300.0 F) 92 STRUCTURE BACKFILL (SOUND WALL) M3 80.0000 11,200.00 140.000 11,200.0 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 12,300.00 93.000 9,300.0 F) WALL) 94 STRUCTURE BACKFILL M3 80.0000 2,480.00 31.000 2,480.0 F) (RETAINING WALL NO.9) 95 STRUCTURE BACKFILL M3 80.0000 77,440.00 0.000 0.0 F) (RETAINING WALL NO.10) 96 STRUCTURE BACKFILL M3 80.0000 80,800.00 1,010.000 80,800.0 F) (RETAINING WALL NO.11) 97 PREVIOUS BACKFILL MATERIAL M3 100.0000 100.00 1.000 100.0 F) (RETAINING WALL NO. 9) 98 PREVIOUS BACKFILL MATERIAL M3 100.0000 4,800.00 0.000 0.0 F) (RETAINING WALL NO. 10) 99 PREVIOUS BACKFILL MATERIAL M3 100.0000 4,900.00 49.000 4,900.0 F) (RETAINING WALL NO. 11) 00 SAND BACKFILL M3 200.0000 40,000.00 86.200 17,240.0 01 SAND BACKFILL (ABANDON SEWER) M3 200.0000 9,200.00 0.000 0.0 02 DITCH EXCAVATION M3 25.0000 9,500.00 371.000 9,275.0 03 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 761,000.00 565.000 565,000.0 F) 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 04 EARTH RETAINING STRUCTURE, LOCATION B M2 1,000.0000 1,430,000.00 1,430.000 1,430,000.0 F) 05 LIGHTWEIGHT FILL M3 100.0000 45,000.00 225.000 22,500.0 06 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.030 6,000.00 0.080 16,000.0 S) 07 EROSION CONTROL (NETTING) M2 7.5000 74,700.00 0.000 0.0 S) 08 STRAW (EROSION CONTROL)(TYPE D) TONN 700.0000 3,500.00 0.000 0.0 S) (SEED TYPE 1) 09 STRAW (EROSION CONTROL) (TYPE D) TONN 800.0000 4,000.00 0.000 0.0 S) (SEED TYPE 2) 10 FIBER (EROSION CONTROL) KG 2.0000 9,560.00 0.000 0.0 S) 11 FIBER ROLLS M 11.0000 35,860.00 0.000 0.0 S) 12 DRAINAGE INLET PROTECTION EA 400.0000 6,800.00 0.000 0.0 S) 13 COMPOST (EROSION CONTROL) M3 400.0000 7,200.00 0.000 0.0 S) 14 FLARED END SECTION PROTECTION EA 500.0000 1,500.00 0.000 0.0 S) 15 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 6,400.00 0.000 0.0 S) 16 PURE LIVE SEED (EROSION CONTROL)(TYPE D) KG 120.0000 15,600.00 0.000 0.0 S) (SEED TYPE 2) 17 PURE LIVE SEED (EROSION CONTROL)(TYPE D) KG 80.0000 5,200.00 0.000 0.0 S) (SEED TYPE 1) 18 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 960.00 0.000 0.0 S) 19 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.200 2,000.0 S) 20 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.0 S) 21 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.916 91,600.0 S) 22 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.000 0.0 S) 23 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.130 65,000.00 0.290 145,000.0 S) 24 WATER METER EA 10,300.0000 51,500.00 0.000 0.0 S) 25 300 MM CORRUGATED HIGH DENSITY M 325.0000 20,475.00 12.600 4,095.0 POLYETHYLENE PIPE CONDUIT 26 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.0 27 CLASS 4 AGGREGATE SUBBASE M3 40.0000 932,000.00 12,270.158 490,806.3 28 CLASS 3 AGGREGATE BASE M3 50.0000 1,305,000.00 10,370.344 518,517.2 29 SEAL RANDOM CRACKS LNKM 10,000.0000 40,000.00 0.000 0.0 30 ASPHALT CONCRETE (TYPE A) TONN 100.0000 8,010,000.00 14,403.440 1,440,344.00 64,860.410 6,486,041.0 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 31 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 1,776,000.00 4,623.020 369,841.6 32 ASPHALT CONCRETE (LEVELING) TONN 100.0000 8,720,000.00 8,975.780 897,578.00 54,115.550 5,411,555.0 33 PAVEMENT REINFORCING FABRIC M2 2.0000 114,800.00 26,928.000 53,856.0 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 25,200.00 212.500 2,125.0 AREA) 35 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 30.0000 3,600.00 184.000 5,520.0 36 LIQUID ASPHALT (PRIME COAT) TONN 1.0000 150.00 0.000 0.0 37 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 540.00 2.140 2.1 38 CONCRETE PAVEMENT (WEIGH IN MOTION) M3 1,000.0000 450,000.00 489.260 489,260.0 (RAPID STRENGTH CONCRETE) 39 SEAL PAVEMENT JOINT M 50.0000 15,500.00 310.000 15,500.00 310.000 15,500.0 40 STEEL SOLDIER PILE (W460 X 158) M 340.0000 145,520.00 0.000 0.0 41 STEEL SOLDIER PILE (DOUBLE MC310 X 74) M 970.0000 1,503,500.00 0.000 0.0 42 760 MM DRILLED HOLE M 225.0000 1,149,300.00 3,680.000 828,000.0 S) 43 STEEL SOLDIER PILE (W460 X 194) M 320.0000 1,247,360.00 3,897.000 1,247,040.0 44 FURNISH PILING (CLASS 400) M 110.0000 876,810.00 7,928.400 872,124.0 (ALTERNATIVE X, MOD) 45 DRIVE PILE (CLASS 400) EA 1,000.0000 1,608,000.00 1,597.000 1,597,000.0 (ALTERNATIVE X, MOD) 46 FURNISH PILING (CLASS 625) M 90.0000 14,940.00 166.000 14,940.0 (ALTERNATIVE V) 47 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 5,640.0000 50,760.00 9.000 50,760.0 S) 48 FURNISH PILING (CLASS 625) M 145.0000 1,474,795.00 -8.800 -1,276.00 10,152.200 1,472,069.0 (ALTERNATIVE W) 49 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,250.0000 655,000.00 98.000 122,500.00 524.000 655,000.0 S) 50 FURNISH PILING (CLASS 900) M 95.0000 116,185.00 1,223.000 116,185.0 (ALTERNATIVE X) 51 DRIVE PILE (CLASS 900)(ALTERNATIVE X) EA 1,250.0000 103,750.00 83.000 103,750.0 S) 52 FURNISH PILING (CLASS 900) M 95.0000 104,120.00 1,362.000 129,390.0 (ALTERNATIVE X, MOD)(SOUND WALL) 53 DRIVE PILE (CLASS 900) EA 1,250.0000 85,000.00 82.000 102,500.0 (ALTERNATIVE X, MOD)(SOUND WALL) 54 FURNISH PILING (CLASS 400) M 110.0000 89,650.00 815.000 89,650.0 (ALTERNATIVE W) 55 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 2,000.0000 100,000.00 50.000 100,000.0 S) 56 PRESTRESSING CAST-IN-PLACE CONCRETE LS 145,000.0000 145,000.00 0.400 58,000.0 S) 57 TIEBACK ANCHOR EA 3,000.0000 489,000.00 0.000 0.0 S) 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 58 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 668,250.00 291.000 218,250.00 829.000 621,750.0 F) 59 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 3,328,500.00 95.000 99,750.00 1,821.000 1,912,050.0 F) 60 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 739,200.00 715.000 393,250.0 F) 61 STRUCTURAL CONCRETE, RAMP M3 1,500.0000 730,500.00 489.000 733,500.0 F) 62 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 1,035,200.00 2,588.000 1,035,200.0 F) 63 STRUCTURAL CONCRETE, APPROACH SLAB M3 630.0000 128,520.00 98.000 61,740.0 F) (TYPE N) 64 STRUCTURAL CONCRETE M3 610.0000 11,590.00 19.000 11,590.0 F) (RETAINING WALL NO.9) 65 STRUCTURAL CONCRETE) M3 550.0000 120,450.00 0.000 0.0 F) (RETAINING WALL NO.10) 66 STRUCTURAL CONCRETE M3 590.0000 116,230.00 197.000 116,230.0 F) (RETAINING WALL NO.11) 67 CLASS 3 CONCRETE (BACKFILL) M3 280.0000 610,680.00 1,530.000 428,400.0 F) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 454,000.00 1.180 2,360.00 191.054 382,108.0 F) 69 CLASS I CONCRETE (DRAINAGE STRUCTURES) M3 1,000.0000 907,000.00 334.805 334,805.0 F) 70 MINOR CONCRETE (SOUND WALL) M3 710.0000 146,970.00 245.000 173,950.0 F) 71 MINOR CONCRETE (BACKFILL) M3 200.0000 11,400.00 56.480 11,296.0 72 ARCHITECTURAL SURFACE (STONE) M3 1,050.0000 1,170,750.00 1,115.000 1,170,750.0 F) 73 CONCRETE SURFACE TEXTURE (STONE) M2 40.0000 17,280.00 432.000 17,280.0 F) 74 FRACTURED RIB TEXTURE M2 100.0000 94,400.00 339.000 33,900.0 F) 75 FRACTURED RIB TEXTURE M2 40.0000 10,560.00 0.000 0.0 F) (RETAINING WALL NO.10) 76 FRACTURED RIB TEXTURE M2 40.0000 10,240.00 128.000 5,120.0 F) (RETAINING WALL NO.11) 77 FURNISH PRECAST PRESTRESSED CONCRETE EA 70,000.0000 140,000.00 2.000 140,000.0 S) BATHTUB GIRDER (30M - 35M) 78 FURNISH PRECAST PRESTRESSED CONCRETE EA 80,000.0000 160,000.00 2.000 160,000.0 S) BATHTUB GIRDER (35M - 40M) 79 ERECT PRECAST PRESTRESSED CONCRETE EA 7,500.0000 30,000.00 4.000 30,000.0 S) GIRDER 80 PRECAST CONCRETE BOX CULVERT M 5,000.0000 110,000.00 10.800 54,000.0 (2.7M X 1.5M) 81 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 250.0000 2,720,000.00 10,880.000 2,720,000.0 82 JOINT SEAL (MR 30 MM) M 150.0000 1,350.00 17.400 2,610.0 S) 83 JOINT SEAL ASSEMBLY (MR 90 MM) M 350.0000 2,800.00 8.000 2,800.0 S) 84 JOINT SEAL (MR 50 MM) M 200.0000 15,400.00 9.000 1,800.0 S) 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 85 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,100,019.00 57,745.000 98,166.50 444,760.000 756,092.0 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 183,600.00 60,000.000 120,000.0 SF) 87 BAR REINFORCING STEEL (BARRIER SLAB) KG 2.2000 483,494.00 219,770.000 483,494.0 SF) 88 BAR REINFORCING STEEL (RAMP) KG 2.0000 304,000.00 152,000.000 304,000.0 SF) 89 BAR REINFORCING STEEL KG 2.0000 62,644.00 28,474.790 56,949.5 (DRAINAGE STRUCTURE) 90 BAR REINFORCING STEEL KG 3.0000 2,382.00 794.000 2,382.0 (RETAINING WALL NO.9) 91 BAR REINFORCING STEEL KG 1.0000 38,710.00 0.000 0.0 (RETAINING WALL NO.10) 92 BAR REINFORCING STEEL KG 1.0000 37,465.00 37,465.000 37,465.0 (RETAINING WALL NO.11) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 21.0000 1,791,951.00 85,186.000 1,788,906.0 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 85,331.00 85,186.000 85,186.0 F) 95 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED) KG 38.0000 112,556.00 0.000 0.0 F) 96 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED) KG 9.0000 26,658.00 0.000 0.0 F) 97 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 130.0000 58,370.00 331.442 43,087.4 98 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 6,890.00 3.750 487.50 20.738 2,695.9 (1.6 MM-UNFRAMED) 99 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 10,050.00 6.164 924.6 (2.0 MM-UNFRAMED) 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 3,400.00 2.045 347.6 (1.6 MM-FRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 3,600.00 0.000 0.0 (2.0 MM-FRAMED) 02 1500 MM CIDH CONCRETE PILE M 5,500.0000 869,000.00 157.850 868,175.0 (SIGN FOUNDATION) 03 METAL (BARRIER MOUNTED SIGN) KG 30.0000 121,500.00 900.000 27,000.0 04 ROADSIDE SIGN - ONE POST EA 300.0000 20,700.00 5.000 1,500.0 05 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 3.000 1,500.0 06 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,400.00 2.000 400.0 METHOD) 07 INSTALL SIGN AT PEDESTRIAN BARRICADE EA 100.0000 300.00 0.000 0.0 08 INSTALL FRAMED SIGN PANEL EA 3,000.0000 3,000.00 1.000 3,000.0 09 TIMBER LAGGING M3 880.0000 366,960.00 179.000 157,520.0 F) 10 CLEAN AND PAINT STEEL SOLDIER PILES LS 260,000.0000 260,000.00 0.620 161,200.0 S) 11 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 1,756,000.00 -31.900 -12,760.00 3,756.970 1,502,788.0 1PROGRAM CAS145 PAGE DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 12 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 180,000.00 337.960 168,980.0 13 900 MM ALTERNATIVE PIPE CULVERT M 500.0000 24,500.00 31.480 15,740.0 14 150 MM PVC WATER PIPE M 900.0000 279,000.00 324.400 291,960.0 S) 15 305 MM PVC WATER PIPE M 1,000.0000 300,000.00 300.340 300,340.0 S) 16 150 MM PVC WATER PIPE IN 305 MM STEEL M 1,000.0000 220,000.00 210.800 210,800.0 S) CASING 17 305 MM PVC WATER PIPE IN 610 MM STEEL M 1,200.0000 264,000.00 220.000 264,000.0 S) CASING 18 JACKED 610 MM STEEL PIPE WITH 305 MM PVC M 3,000.0000 174,000.00 45.300 135,900.0 S) WATER PIPE 19 610 MM X 960 MM OVAL SHAPED APC M 600.0000 149,400.00 248.200 148,920.0 20 GRATED LINE DRAIN M 340.0000 1,513,000.00 -28.000 -9,520.00 2,675.800 909,772.0 21 450 MM GALVANIZED CSP RISER M 400.0000 1,600.00 0.800 320.00 3.200 1,280.0 (4.32 MM THICK) 22 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 850.0000 41,650.00 24.500 20,825.0 23 100 MM WELDED STEEL PIPE (2.67 MM THICK) M 150.0000 4,500.00 0.000 0.0 24 1200 MM WELDED STEEL PIPE (9.5 MM THICK) M 800.0000 140,000.00 141.500 113,200.0 25 JACKED 900 MM WELDED STEEL PIPE M 8,000.0000 1,520,000.00 183.600 1,468,800.0 26 JACKED 1200 MM WELDED STEEL PIPE M 9,000.0000 3,690,000.00 501.820 4,516,380.0 27 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 15,000.00 3.000 3,000.0 28 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 6,000.00 5.000 5,000.0 29 DRAINAGE MANHOLE EA 10,000.0000 30,000.00 5.000 50,000.0 30 150 MM SEWER PIPE (LATERAL) M 500.0000 8,000.00 21.000 10,500.0 S) 31 300 MM SEWER PIPE M 500.0000 150,000.00 298.500 149,250.0 S) 32 380 MM SEWER PIPE M 500.0000 96,000.00 185.500 92,750.0 33 675 MM SEWER PIPE M 1,000.0000 8,000.00 41.500 41,500.0 S) 34 900 MM SEWER PIPE M 1,000.0000 34,000.00 0.000 0.0 S) 35 SEWER MANHOLE M 2,000.0000 68,000.00 40.460 80,920.0 S) 36 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 150.0000 16,350.00 109.000 16,350.0 37 ROCK SLOPE PROTECTION M3 500.0000 38,000.00 37.600 18,800.0 (BACKING NO. 2, METHOD B) 38 FILTER FABRIC M2 5.0000 2,055.00 0.000 0.0 1PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 39 ROCK SLOPE PROTECTION FABRIC M2 5.0000 5,335.00 139.200 696.0 40 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 523,900.00 380.260 247,169.0 CONSTRUCTION) 41 MINOR CONCRETE (GUTTER) M 200.0000 15,400.00 0.000 0.0 F) 42 MINOR CONCRETE (STAMPED CONCRETE) M2 80.0000 94,800.00 0.000 0.0 43 MINOR CONCRETE (MEDIAN) M3 800.0000 32,000.00 0.000 0.0 F) 44 MISCELLANEOUS IRON AND STEEL KG 4.0000 121,800.00 21,481.500 85,926.0 SF) 45 MISCELLANEOUS METAL KG 15.0000 7,350.00 490.000 7,350.0 SF)(RESTRAINER - CABLE TYPE) 46 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 28,950.00 588.160 8,822.4 47 MISCELLANEOUS METAL (LAGGING WALL) KG 6.0000 7,668.00 1,188.000 7,128.0 SF) 48 BRIDGE DECK DRAINAGE SYSTEM KG 25.0000 47,500.00 1,475.000 36,875.0 SF) 49 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 25,600.00 81.000 8,100.0 50 CHAIN LINK FENCE (TYPE CL-1.2 MOD) M 100.0000 130,000.00 1,120.000 112,000.0 51 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.0 52 MEDIAN CONCRETE BARRIER MARKER EA 5.0000 4,550.00 0.000 0.0 53 DELINEATOR (CLASS 1) EA 50.0000 4,900.00 0.000 0.0 54 GUARD RAILING DELINEATOR EA 50.0000 900.00 0.000 0.0 55 OBJECT MARKER EA 50.0000 1,800.00 0.000 0.0 56 METAL RAILING M 150.0000 64,350.00 0.000 0.0 SF) 57 METAL RAILING (BICYCLE) M 150.0000 34,050.00 0.000 0.0 SF) 58 CHAIN LINK RAILING (TYPE 7) M 300.0000 87,900.00 200.000 60,000.0 SF) 59 CHAIN LINK RAILING (TYPE 7L) M 400.0000 324,400.00 811.000 324,400.0 SF) 60 PEDESTRIAN BARRICADE (TYPE 1) EA 100.0000 300.00 0.000 0.0 61 TUBULAR HANDRAILING M 160.0000 54,400.00 335.000 53,600.0 SF) 62 CONCRETE BARRIER (TYPE 26) M 500.0000 102,000.00 0.000 0.0 63 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 146,500.00 0.000 0.0 F) 64 CONCRETE BARRIER (TYPE 26A MODIFIED) M 480.0000 152,640.00 249.000 119,520.0 F) 65 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 870.0000 8,700.00 10.000 8,700.0 1PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 66 SINGLE THRIE BEAM BARRIER (WOOD POST) M 100.0000 11,700.00 91.800 9,180.0 67 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 160.0000 18,720.00 73.420 11,747.2 68 CABLE RAILING M 80.0000 2,560.00 0.000 0.0 SF) 69 TRANSITION RAILING (TYPE STB) EA 4,000.0000 16,000.00 3.000 12,000.0 70 TRANSITION RAILING (TYPE WB) EA 4,000.0000 24,000.00 3.000 12,000.0 71 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 32,000.00 4.000 16,000.0 72 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 20,000.00 20.000 20,000.0 73 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 9,000.00 6.000 9,000.0 74 END CAP (TYPE TC) EA 150.0000 300.00 1.000 150.0 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 52,500.00 19.000 47,500.0 76 CRASH CUSHION (REACT 9SCBS) EA 70,000.0000 210,000.00 0.000 0.0 77 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 15,000.00 61.000 18,300.0 78 CONCRETE BARRIER (TYPE 60R) M 740.0000 101,380.00 22.000 16,280.0 79 CONCRETE BARRIER (TYPE 60) M 210.0000 720,300.00 3,239.120 680,215.2 80 CONCRETE BARRIER (TYPE 60C) M 360.0000 1,558,800.00 79.200 28,512.00 1,616.180 581,824.8 81 CONCRETE BARRIER (TYPE 60D) M 190.0000 36,100.00 0.000 0.0 82 CONCRETE BARRIER (TYPE 60E) M 700.0000 21,700.00 0.000 0.0 83 CONCRETE BARRIER (TYPE 80A) M 760.0000 497,800.00 655.000 497,800.0 F) 84 CONCRETE BARRIER (TYPE 736A) M 270.0000 112,320.00 242.000 65,340.0 F) 85 CONCRETE BARRIER (TYPE 736A MODIFIED) M 270.0000 196,830.00 729.000 196,830.0 F) 86 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 640.0000 43,520.00 68.000 43,520.0 F) 87 CONCRETE BARRIER (TYPE 736SV) M 380.0000 1,290,480.00 3,362.400 1,277,712.0 F) 88 PORTABLE CONCRETE BARRIER (TYPE 60K) M 210.0000 10,500.00 0.000 0.0 89 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 19,500.00 26.630 1,331.5 S) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 30,900.00 8,136.590 8,136.5 S) 91 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 550.00 0.000 0.0 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,020.00 510.360 1,020.7 S) 1PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,420.00 1,569.520 3,139.0 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 92.00 81.100 81.1 S) (BROKEN 5.18 M - 2.14 M) 95 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 0.000 0.0 S) (BROKEN 4.22 M - 1.22 M) 96 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 143,408.00 0.000 0.0 97 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 125,540.00 12,843.000 25,686.0 98 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 125,415.00 3,891.000 19,455.0 99 SIGNAL & LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.0 S) 00 SIGNAL & LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.500 62,500.0 S) 01 SIGNAL & LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.800 20,000.0 S) 02 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.100 1,000.0 S) (LOCATION 2) 03 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 175,000.0000 175,000.00 0.440 77,000.0 S) 04 SIGNAL AND LIGHTING (CITY LOCATION 2) LS 200,000.0000 200,000.00 0.500 100,000.0 S) 05 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 0.460 103,500.0 S) 06 LIGHTING (STAGE CONSTRUCTION) LS 350,000.0000 350,000.00 0.900 315,000.0 S) 07 LIGHTING LS 125,000.0000 125,000.00 1.000 125,000.0 S) (BROADWAY AVE PEDESTRIAN OVERCROSSING) 08 LIGHTING LS 100,000.0000 100,000.00 1.000 100,000.0 S) (MONTE DIABLO PEDESTRIAN OVERCROSSING) 09 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 0.830 498,000.0 S) 10 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.150 1,500.0 S) (CITY LOCATION 1) 11 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.150 1,500.0 S) (CITY LOCATION 2) 12 INTERCONNECTION SYSTEM LS 25,000.0000 25,000.00 0.050 1,250.00 0.050 1,250.0 S) 13 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.800 4,000.0 S) (CITY LOCATION 1) 14 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.800 8,000.0 S) (CITY LOCATION 2) 15 ELECTRIC SERVICE (IRRIGATION) LS 50,000.0000 50,000.00 0.700 35,000.0 S) (CITY LOCATION 3) 16 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.900 22,500.0 S) (CITY LOCATION 4) 17 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.0 S) 18 PAN/TILT UNIT EA 5,000.0000 5,000.00 0.000 0.0 S) 19 CAMERA CONTROL UNIT EA 5,000.0000 5,000.00 0.000 0.0 S) 1PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 20 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.0 S) 21 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,000.0000 14,000.00 0.000 0.0 S) MODEM 22 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.150 15,000.00 0.650 65,000.0 S) 23 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.150 11,250.00 0.650 48,750.0 S) 24 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.150 15,000.00 0.650 65,000.0 S) 25 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 75,000.0000 75,000.00 0.750 56,250.0 S) 26 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.850 85,000.0 S) 27 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 100,000.0000 100,000.00 0.650 65,000.0 S) 28 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 75,000.0000 75,000.00 0.350 26,250.0 S) 29 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 100,000.0000 100,000.00 0.450 45,000.0 S) 30 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 125,000.0000 125,000.00 0.700 87,500.0 S) 31 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 100,000.0000 100,000.00 0.350 35,000.0 S) 32 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 125,000.0000 125,000.00 0.150 18,750.00 0.700 87,500.0 S) 33 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 50,000.0000 50,000.00 0.100 5,000.00 0.750 37,500.0 S) 34 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 50,000.0000 50,000.00 0.600 30,000.0 S) 35 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 175,000.0000 175,000.00 0.550 96,250.0 S) 36 WEIGH-IN-MOTION SYSTEM LS 375,000.0000 375,000.00 0.250 93,750.0 S) 37 FIBER OPTIC SYSTEM LS 600,000.0000 600,000.00 0.850 510,000.0 S) 38 INTEGRATED SERVICES DIGITAL NETWORK EA 1,200.0000 1,200.00 0.000 0.0 S) TERMINAL ADAPTER (ISDNTA) 1PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-26420 TIME 09:15 AM ESTIMATE NO. 3 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/0 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 07/21/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,933,182.56 83,762,572.5 0 ADJUSTMENT OF COMPENSATION 117,656.08 1,192,774.6 0 EXTRA WORK 291,845.52 7,790,190.3 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,342,684.16 92,745,537.6 039 MOBILIZATION LS 2000,000.0000 12,000,000.00 1.000 12,000,000.0 0 ORIGINAL CONTRACT AMOUNT 120,627,100.00 0 TOTAL WORK COMPLETED 4,342,684.16 104,745,537.6 0 MATERIALS ON HAND ON SITE 465,094.3 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS 0.00 -680.0 0 TOTAL 4,342,684.16 105,209,951.9 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 03/16/07 650 04/09/07 04/02/07 03/01/10 485 80 -11 0 82% 75% PROGRESS IS SATISFACTORY SYST CALCULATES IT WRONG SHOKROLLAH MO RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 3 DATE 07/21/09