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 03/23/10 EST. NO.38 TIME 09:14 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 0890 161.79 E.W. @ F.A.(+) 112909 Y 5961.0 0894 272.08 102909 N 2545.0 0897 711.51 012110 N 2606.0 0898 161.03 012610 N 2608.0 0900 469.95 012710 N 2610.0 0901 169.92 020210 N 2612.0 0902 645.24 092109 N 2563.0 0906 869.68 112109 N 2583.0 002 0014 2,476.40 A.C. @ U.P.(+) 041409 N 2284.0 0015 436.00 053109 N 5854.0 0016 28.00 083108 N 5674.1 0017 1,112.00 123109 N 5957.0 0017-1 -1,112.00 123109 N 5957.0 DAO CORRECTING ENTRY 0017-2 1,008.00 123109 N 5957.0 DAO CORRECTING ENTRY 012 0160 409.68 E.W. @ F.A.(+) 091109 N 5964.0 015 0044 402.99 E.W. @ F.A.(+) 072908 N 2067.0 0045 513.48 110308 N 2068.0 0049 161.77 032309 N 2230.0 0055 355.37 030909 N 2195.0 0063 124.24 012510 N 2607.0 0065 169.30 120209 N 2585.0 020 0344 1,732.11 E.W. @ F.A.(+) 100908 N 1846.0 0347 2,566.60 111709 N 2577.0 0349 1,441.44 010810 N 2593.0 027 0156 190.07 E.W. @ F.A.(+) 111308 N 2045.0 0159 901.43 030209 N 2171.0 0162 1,480.01 030609 N 2193.0 0184 395.33 081809 N 2412.0 0185 35.08 100809 N 2484.0 0186 843.53 101409 N 2488.0 0188 557.78 100909 N 2485.0 0189 905.44 102109 N 2527.0 0191 100.32 101409 N 2537.0 0191-1 -100.32 101409 N 2537.0 DAO CORRECTING ENTRY 0191-2 50.16 101409 N 2537.0 DAO CORRECTING ENTRY 0194 308.65 122309 N 2549.0 0196 277.44 020510 N 2613.0 0196-1 -277.44 020510 N 2613.0 DAO CORRECTING ENTRY 0197 1,723.66 090409 N 2562.0 0198 1,548.43 092209 N 2565.0 0199 674.45 110409 N 2571.0 0200 4,380.98 110509 N 2575.0 0201 169.30 120209 N 2586.0 0203 289.47 120409 N 2587.0 0205 294.25 020510 N X26130 030 0008 2,215.32 E.W. @ F.A.(+) 072607 N 0188.0 069 0001 1,233.20 E.W. @ F.A.(+) 042808 N 1047.0 0002 1,419.71 050108 N 1049.0 0005 2,405.14 040708 N 1244.0 0006 3,745.07 040808 N 1245.0 0007 2,836.73 040908 N 1246.0 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 03/23/10 EST. NO.38 TIME 09:14 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 --------------------------------------------------------------------------- 0008 1,767.13 041008 N 1247.0 0009 3,227.45 041108 N 1248.0 0011 5,545.47 092408 N 1723.0 0012 3,930.35 092508 N 1724.0 0015 1,126.02 083009 N 2455.0 0016 2,869.80 081309 N 2475.0 071 0044 1,508.12 E.W. @ F.A.(+) 110509 N 5967.0 0045 377.04 110609 N 5968.0 0046 1,508.12 110909 N 5969.0 0047 1,439.22 111009 N 5970.0 0048 1,015.98 111109 N 5971.0 0049 1,857.32 121509 N 5972.0 0050 2,924.70 121809 N 5973.0 0054 104.56 122109 N 5977.0 0055 595.99 020210 N 2611.0 0056 3,414.77 011510 N 2602.0 072 0119 67,000.00 A.C. @ L.S.(+) 120209 N X00001 073 0001 5,758.35 E.W. @ F.A.(+) 032808 N 0943.0 0002 3,807.04 031908 N 0921.0 0004 4,525.49 032108 N 0926.0 0007 3,507.01 032608 N 0931.0 0010 54.41 040408 N 0955.0 0012 2,737.46 031908 N 1016.0 0013 7,896.44 040808 N 1017.0 0014 2,112.77 031708 N 0791.0 0017 3,504.34 040108 N 0950.0 0018 5,426.35 040208 N 0953.0 0019 3,940.46 040708 N 0956.0 0020 6,606.72 031808 N 0792.0 0021 516.93 032708 N 1241.0 0024 3,040.46 092608 N 1487.0 0025 300.37 092608 N 1488.0 0026 1,206.99 092708 N 1489.0 0027 84.53 101708 N 1492.0 0063 789.46 021809 N 2148.0 075 0071 3,627.18 E.W. @ F.A.(+) 111009 N 5978.0 0072 1,562.36 111109 N 5979.0 0073 1,768.09 111209 N 5980.0 078 0046 1,409.29 E.W. @ F.A.(+) 100509 N 2483.0 080 0026 631.31 E.W. @ F.A.(+) 100109 N 2482.0 0034 128.93 100109 N 2515.0 0035 1,183.41 113009 N 2533.0 092 0017 5,606.32 E.W. @ F.A.(+) 093009 N 2493.0 0020 3,095.49 111809 N 2579.0 095 0022 4,802.86 E.W. @ F.A.(+) 122209 N 5981.0 0023 4,215.98 122309 N 5982.0 0024 5,456.58 010410 N 5983.0 0025 4,436.14 010510 N 5984.0 103 0018 1,750.00 E.W. @ F.A.(+) 022209 N 5930.0 107 0012 1,645.33 E.W. @ F.A.(+) 111709 N 2550.0 0015 1,816.29 111909 N 2581.0 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 03/23/10 EST. NO.38 TIME 09:14 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 --------------------------------------------------------------------------- 119 0008 409.09 E.W. @ F.A.(+) 020110 N 551289 0009 5,580.76 020210 N 551290 0010 2,651.23 020310 N 551291 0011 1,506.06 020410 N 551292 0012 1,254.66 020810 N 551293 0013 1,475.62 020910 N 551294 0014 1,272.94 021010 N 551295 0015 1,855.81 021110 N 551296 124 0001 6,500.00 E.W. @ L.S.(+) 012810 N X00001 125 0001 2,200.00 E.W. @ L.S.(+) 012810 N X00001 131 0001 60,951.00 A.C. @ L.S.(+) 020810 N X00001 328,710.12 TOTAL THIS ESTIMATE 11,892,210.07 TOTAL PREVIOUS ESTIMATE 12,220,920.19 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 03/23/10 EST. NO.38 TIME 09:14 AM R.E. NAME: SHOKROLLAH MO 04-264204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING -680.00 07 LATE CPM SUBMITTAL -677,777.38 18 RCICASE CPM DEDUCT 677,777.38 19 LATE CLOSURE PICKUP -21,600.00 32 LATE CPM SCHEDULE -122,095.65 37 RELEASE LATE CPM 122,095.65 38 122,095.65 -22,280.00 TOTAL DEDUCTIONS 122,095.65 -22,280.00 PROGRAM CAS145 PAGE 1 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.750 18,750.00 02 TIME-RELATED OVERHEAD LS 4300,000.0000 14,300,000.00 0.922 13,184,600.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 190,400.00 5,412.560 216,502.40 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 53,000.00 4,464.660 89,293.20 05 TEMPORARY EXCLUSION FENCE M 120.0000 27,600.00 200.000 24,000.00 06 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 1.000 300,000.00 07 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.922 55,320.00 09 NON-STORM WATER DISCHARGES LS 150,000.0000 150,000.00 0.922 138,300.00 10 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 42,000.00 5,536.850 33,221.10 11 TEMPORARY FIBER ROLL M 15.0000 3,600.00 76.200 1,143.00 3,707.420 55,611.30 12 TEMPORARY SILT FENCE M 10.0000 69,700.00 76.200 762.00 8,168.320 81,683.20 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 50,000.00 17.000 85,000.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 40,000.00 34.000 85,000.00 15 TEMPORARY COVER M2 5.0000 30,000.00 16,522.710 82,613.55 16 TEMPORARY CHECK DAM M 50.0000 3,000.00 269.440 13,472.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 48,000.00 3.000 900.00 299.000 89,700.00 18 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.100 6,000.00 0.800 48,000.00 S) 19 TRAFFIC CONTROL SYSTEM LS 3350,016.0000 3,350,016.00 0.987 3,306,465.79 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 6,000.00 282.770 14,138.50 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 12,000.00 101,976.791 101,976.79 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 192.000 7,680.00 S) PROGRAM CAS145 PAGE 2 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 4.0000 57,600.00 51,167.000 204,668.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 168,000.00 17.000 136,000.00 25 TEMPORARY RAILING (TYPE K) M 80.0000 3,488,000.00 79.250 6,340.00 41,483.950 3,318,716.00 26 TEMPORARY CRASH CUSHION EA 400.0000 305,600.00 1,165.000 466,000.00 27 TEMPORARY TRAFFIC SCREEN M 8.0000 275,200.00 27,818.170 222,545.36 28 TEMPORARY RETAINING WALL M2 150.0000 738,000.00 5,310.000 796,500.00 29 ABANDON CULVERT M 30.0000 32,700.00 548.300 16,449.00 30 ABANDON INLET EA 500.0000 13,500.00 23.000 11,500.00 31 ABANDON MANHOLE EA 500.0000 1,000.00 1.000 500.00 32 ABANDON SEWER MANHOLE EA 500.0000 1,000.00 2.000 1,000.00 33 ABANDON SEWER PIPE M 50.0000 18,000.00 361.200 18,060.00 34 REMOVE CHAIN LINK FENCE M 3.0000 17,310.00 5,770.000 17,310.00 35 REMOVE WOOD BEAM GUARD RAILING M 20.0000 4,400.00 219.450 4,389.00 36 REMOVE TRAFFIC STRIPE M 2.0000 63,200.00 56,923.590 113,847.18 37 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 400.00 161.230 8,061.50 38 REMOVE TRAFFIC STRIPE (YELLOW) M 4.0000 65,600.00 32,555.310 130,221.24 39 REMOVE PAVEMENT MARKER EA 1.0000 94,600.00 37,289.000 37,289.00 40 REMOVE ROADSIDE SIGN EA 100.0000 9,500.00 93.000 9,300.00 41 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 14.000 70,000.00 42 REMOVE SIGN FROM SIGN FRAME EA 2,500.0000 5,000.00 1.000 2,500.00 43 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 16,000.00 3.000 12,000.00 44 REMOVE SLOTTED DRAIN M 140.0000 7,700.00 52.000 7,280.00 45 REMOVE CULVERT M 100.0000 55,000.00 457.590 45,759.00 46 REMOVE INLET EA 1,000.0000 56,000.00 53.000 53,000.00 47 REMOVE HEADWALL EA 2,000.0000 10,000.00 2.000 4,000.00 48 REMOVE SEWER MANHOLE EA 1,000.0000 6,000.00 5.000 5,000.00 49 REMOVE SEWER PIPE M 100.0000 12,000.00 24.100 2,410.00 PROGRAM CAS145 PAGE 3 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 SALVAGE METAL FENCE M 30.0000 7,800.00 260.000 7,800.00 52 SALVAGE METAL BEAM GUARD RAILING M 40.0000 140,400.00 4,334.310 173,372.40 53 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 65,000.00 806.470 80,647.00 (WOOD POST) 54 RELOCATE METAL FENCE M 500.0000 1,000.00 2.000 1,000.00 55 ADJUST INLET EA 1,000.0000 29,000.00 24.000 24,000.00 56 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 57 ADJUST SEWER MANHOLE TO GRADE EA 1,000.0000 2,000.00 1.000 1,000.00 58 MODIFY SEWER MANHOLE EA 5,000.0000 20,000.00 4.000 20,000.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 392,800.00 74,221.800 296,887.20 S) 60 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 63,000.00 377.620 56,643.00 61 REMOVE CONCRETE SIDEWALK M3 150.0000 16,500.00 162.970 24,445.50 62 REMOVE CONCRETE BARRIER M 50.0000 244,500.00 5,443.000 272,150.00 63 REMOVE CONCRETE ISLAND (PORTIONS) M3 200.0000 11,600.00 39.000 7,800.00 64 REMOVE CONCRETE M3 1,500.0000 6,000.00 10.000 15,000.00 (EXISTING SOUND WALL, PORTION) 65 SURVEY OF EXISTING NON-HIGHWAY LS 300,000.0000 300,000.00 1.000 300,000.00 FACILITIES 66 VIBRATION MONITORING LS 300,000.0000 300,000.00 1.000 300,000.00 67 CAP INLET EA 1,000.0000 13,000.00 13.000 13,000.00 68 BRIDGE REMOVAL, LOCATION A LS 400,000.0000 400,000.00 1.000 400,000.00 69 BRIDGE REMOVAL, LOCATION B LS 150,000.0000 150,000.00 1.000 150,000.00 70 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 1.000 225,000.00 71 DEVELOP WATER SUPPLY LS 112,500.0000 112,500.00 0.922 103,725.00 72 ROADWAY EXCAVATION M3 25.0000 1,465,000.00 39,225.918 980,647.95 73 ROADWAY EXCAVATION (TYPE Z-2) M3 170.0000 1,154,300.00 5,135.150 872,975.50 (AERIALLY DEPOSITED LEAD) 74 ROADWAY EXCAVATION (TYPE Y-1) M3 25.0000 387,500.00 13,812.220 345,305.50 (AERIALLY DEPOSITED LEAD) 75 ROADWAY EXCAVATION (TYPE Y-2) M3 25.0000 81,000.00 3,138.000 78,450.00 (AERIALLY DEPOSITED LEAD) 76 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 PROGRAM CAS145 PAGE 4 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION M3 150.0000 97,500.00 643.800 96,570.00 78 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 93,390.00 4,219.800 278,506.80 F) 79 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 2,760.00 138.000 2,760.00 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.0000 18,816.00 1,344.000 18,816.00 F) 81 STRUCTURE EXCAVATION (SOUND WALL) M3 110.0000 31,900.00 292.700 32,197.00 82 STRUCTURE EXCAVATION (LAGGING WALL) M3 680.0000 639,200.00 940.000 639,200.00 F) 83 STRUCTURE EXCAVATION (TYPE Y-1) M3 110.0000 92,290.00 839.000 92,290.00 F) (AERIALLY DEPOSITED LEAD) 84 STRUCTURE EXCAVATION (TYPE Y-2) M3 110.0000 17,820.00 162.000 17,820.00 F) (AERIALLY DEPOSITED LEAD) 85 STRUCTURE EXCAVATION M3 110.0000 3,960.00 36.000 3,960.00 F) (RETAINING WALL NO.9) 86 STRUCTURE EXCAVATION M3 110.0000 38,280.00 348.000 38,280.00 F) (RETAINING WALL NO.10) 87 STRUCTURE EXCAVATION M3 110.0000 31,680.00 288.000 31,680.00 F) (RETAINING WALL NO.11) 88 STRUCTURE BACKFILL M3 100.0000 17,000.00 212.550 21,255.00 89 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 207,680.00 5,192.000 207,680.00 F) 90 STRUCTURE BACKFILL (LAGGING WALL) M3 80.0000 63,360.00 625.000 50,000.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 134,000.00 2,680.000 134,000.00 F) 92 STRUCTURE BACKFILL (SOUND WALL) M3 80.0000 11,200.00 140.000 11,200.00 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 12,300.00 123.000 12,300.00 F) WALL) 94 STRUCTURE BACKFILL M3 80.0000 2,480.00 31.000 2,480.00 F) (RETAINING WALL NO.9) 95 STRUCTURE BACKFILL M3 80.0000 77,440.00 968.000 77,440.00 F) (RETAINING WALL NO.10) 96 STRUCTURE BACKFILL M3 80.0000 80,800.00 1,010.000 80,800.00 F) (RETAINING WALL NO.11) 97 PREVIOUS BACKFILL MATERIAL M3 100.0000 100.00 1.000 100.00 F) (RETAINING WALL NO. 9) 98 PREVIOUS BACKFILL MATERIAL M3 100.0000 4,800.00 48.000 4,800.00 F) (RETAINING WALL NO. 10) 99 PREVIOUS BACKFILL MATERIAL M3 100.0000 4,900.00 49.000 4,900.00 F) (RETAINING WALL NO. 11) 00 SAND BACKFILL M3 200.0000 40,000.00 86.200 17,240.00 01 SAND BACKFILL (ABANDON SEWER) M3 200.0000 9,200.00 0.000 0.00 02 DITCH EXCAVATION M3 25.0000 9,500.00 -219.000 -5,475.00 152.000 3,800.00 03 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 761,000.00 761.000 761,000.00 F) PROGRAM CAS145 PAGE 5 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 EARTH RETAINING STRUCTURE, LOCATION B M2 1,000.0000 1,430,000.00 1,430.000 1,430,000.00 F) 05 LIGHTWEIGHT FILL M3 100.0000 45,000.00 450.000 45,000.00 06 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.550 110,000.00 S) 07 EROSION CONTROL (NETTING) M2 7.5000 74,700.00 909.000 6,817.50 S) 08 STRAW (EROSION CONTROL)(TYPE D) TONN 700.0000 3,500.00 0.320 224.00 5.220 3,654.00 S) (SEED TYPE 1) 09 STRAW (EROSION CONTROL) (TYPE D) TONN 800.0000 4,000.00 0.000 0.00 S) (SEED TYPE 2) 10 FIBER (EROSION CONTROL) KG 2.0000 9,560.00 113.380 226.76 2,512.170 5,024.34 S) 11 FIBER ROLLS M 11.0000 35,860.00 137.150 1,508.65 2,118.870 23,307.57 S) 12 DRAINAGE INLET PROTECTION EA 400.0000 6,800.00 3.000 1,200.00 8.000 3,200.00 S) 13 COMPOST (EROSION CONTROL) M3 400.0000 7,200.00 0.640 256.00 10.360 4,144.00 S) 14 FLARED END SECTION PROTECTION EA 500.0000 1,500.00 0.000 0.00 S) 15 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 6,400.00 1.000 800.00 3.000 2,400.00 S) 16 PURE LIVE SEED (EROSION CONTROL)(TYPE D) KG 120.0000 15,600.00 44.130 5,295.60 S) (SEED TYPE 2) 17 PURE LIVE SEED (EROSION CONTROL)(TYPE D) KG 80.0000 5,200.00 4.600 368.00 51.160 4,092.80 S) (SEED TYPE 1) 18 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 960.00 11.200 33.60 181.200 543.60 S) 19 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.250 2,500.00 S) 20 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 S) 21 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.916 91,600.00 S) 22 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.000 0.00 S) 23 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.090 45,000.00 0.690 345,000.00 S) 24 WATER METER EA 10,300.0000 51,500.00 0.000 0.00 S) 25 300 MM CORRUGATED HIGH DENSITY M 325.0000 20,475.00 73.560 23,907.00 POLYETHYLENE PIPE CONDUIT 26 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 27 CLASS 4 AGGREGATE SUBBASE M3 40.0000 932,000.00 12,616.098 504,643.92 28 CLASS 3 AGGREGATE BASE M3 50.0000 1,305,000.00 223.900 11,195.00 12,072.584 603,629.20 29 SEAL RANDOM CRACKS LNKM 10,000.0000 40,000.00 0.000 0.00 30 ASPHALT CONCRETE (TYPE A) TONN 100.0000 8,010,000.00 1,253.516 125,351.60 64,456.776 6,445,677.60 PROGRAM CAS145 PAGE 6 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 1,776,000.00 14,907.920 1,192,633.60 32 ASPHALT CONCRETE (LEVELING) TONN 100.0000 8,720,000.00 -180.000 -18,000.00 77,273.870 7,727,387.00 33 PAVEMENT REINFORCING FABRIC M2 2.0000 114,800.00 63,941.626 127,883.25 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 25,200.00 1,021.648 10,216.48 AREA) 35 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 30.0000 3,600.00 184.000 5,520.00 36 LIQUID ASPHALT (PRIME COAT) TONN 1.0000 150.00 0.000 0.00 37 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 540.00 2.140 2.14 38 CONCRETE PAVEMENT (WEIGH IN MOTION) M3 1,000.0000 450,000.00 489.260 489,260.00 (RAPID STRENGTH CONCRETE) 39 SEAL PAVEMENT JOINT M 50.0000 15,500.00 1,070.000 53,500.00 40 STEEL SOLDIER PILE (W460 X 158) M 340.0000 145,520.00 0.000 0.00 41 STEEL SOLDIER PILE (DOUBLE MC310 X 74) M 970.0000 1,503,500.00 0.000 0.00 42 760 MM DRILLED HOLE M 225.0000 1,149,300.00 3,680.000 828,000.00 S) 43 STEEL SOLDIER PILE (W460 X 194) M 320.0000 1,247,360.00 3,897.000 1,247,040.00 44 FURNISH PILING (CLASS 400) M 110.0000 876,810.00 7,928.400 872,124.00 (ALTERNATIVE X, MOD) 45 DRIVE PILE (CLASS 400) EA 1,000.0000 1,608,000.00 1,597.000 1,597,000.00 (ALTERNATIVE X, MOD) 46 FURNISH PILING (CLASS 625) M 90.0000 14,940.00 166.000 14,940.00 (ALTERNATIVE V) 47 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 5,640.0000 50,760.00 9.000 50,760.00 S) 48 FURNISH PILING (CLASS 625) M 145.0000 1,474,795.00 10,152.200 1,472,069.00 (ALTERNATIVE W) 49 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,250.0000 655,000.00 524.000 655,000.00 S) 50 FURNISH PILING (CLASS 900) M 95.0000 116,185.00 1,223.000 116,185.00 (ALTERNATIVE X) 51 DRIVE PILE (CLASS 900)(ALTERNATIVE X) EA 1,250.0000 103,750.00 83.000 103,750.00 S) 52 FURNISH PILING (CLASS 900) M 95.0000 104,120.00 1,362.000 129,390.00 (ALTERNATIVE X, MOD)(SOUND WALL) 53 DRIVE PILE (CLASS 900) EA 1,250.0000 85,000.00 82.000 102,500.00 (ALTERNATIVE X, MOD)(SOUND WALL) 54 FURNISH PILING (CLASS 400) M 110.0000 89,650.00 815.000 89,650.00 (ALTERNATIVE W) 55 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 2,000.0000 100,000.00 50.000 100,000.00 S) 56 PRESTRESSING CAST-IN-PLACE CONCRETE LS 145,000.0000 145,000.00 1.000 145,000.00 S) 57 TIEBACK ANCHOR EA 3,000.0000 489,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 668,250.00 891.000 668,250.00 F) 59 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 3,328,500.00 3,170.000 3,328,500.00 F) 60 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 739,200.00 1,350.000 742,500.00 F) 61 STRUCTURAL CONCRETE, RAMP M3 1,500.0000 730,500.00 489.000 733,500.00 F) 62 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 1,035,200.00 2,588.000 1,035,200.00 F) 63 STRUCTURAL CONCRETE, APPROACH SLAB M3 630.0000 128,520.00 204.000 128,520.00 F) (TYPE N) 64 STRUCTURAL CONCRETE M3 610.0000 11,590.00 19.000 11,590.00 F) (RETAINING WALL NO.9) 65 STRUCTURAL CONCRETE) M3 550.0000 120,450.00 219.000 120,450.00 F) (RETAINING WALL NO.10) 66 STRUCTURAL CONCRETE M3 590.0000 116,230.00 197.000 116,230.00 F) (RETAINING WALL NO.11) 67 CLASS 3 CONCRETE (BACKFILL) M3 280.0000 610,680.00 1,530.000 428,400.00 F) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 454,000.00 1.444 2,888.00 223.346 446,692.00 F) 69 CLASS I CONCRETE (DRAINAGE STRUCTURES) M3 1,000.0000 907,000.00 340.105 340,105.00 F) 70 MINOR CONCRETE (SOUND WALL) M3 710.0000 146,970.00 245.000 173,950.00 F) 71 MINOR CONCRETE (BACKFILL) M3 200.0000 11,400.00 56.480 11,296.00 72 ARCHITECTURAL SURFACE (STONE) M3 1,050.0000 1,170,750.00 1,115.000 1,170,750.00 F) 73 CONCRETE SURFACE TEXTURE (STONE) M2 40.0000 17,280.00 432.000 17,280.00 F) 74 FRACTURED RIB TEXTURE M2 100.0000 94,400.00 944.000 94,400.00 F) 75 FRACTURED RIB TEXTURE M2 40.0000 10,560.00 264.000 10,560.00 F) (RETAINING WALL NO.10) 76 FRACTURED RIB TEXTURE M2 40.0000 10,240.00 256.000 10,240.00 F) (RETAINING WALL NO.11) 77 FURNISH PRECAST PRESTRESSED CONCRETE EA 70,000.0000 140,000.00 2.000 140,000.00 S) BATHTUB GIRDER (30M - 35M) 78 FURNISH PRECAST PRESTRESSED CONCRETE EA 80,000.0000 160,000.00 2.000 160,000.00 S) BATHTUB GIRDER (35M - 40M) 79 ERECT PRECAST PRESTRESSED CONCRETE EA 7,500.0000 30,000.00 4.000 30,000.00 S) GIRDER 80 PRECAST CONCRETE BOX CULVERT M 5,000.0000 110,000.00 11.500 57,500.00 (2.7M X 1.5M) 81 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 250.0000 2,720,000.00 10,880.000 2,720,000.00 82 JOINT SEAL (MR 30 MM) M 150.0000 1,350.00 17.400 2,610.00 S) 83 JOINT SEAL ASSEMBLY (MR 90 MM) M 350.0000 2,800.00 8.000 2,800.00 S) 84 JOINT SEAL (MR 50 MM) M 200.0000 15,400.00 9.000 1,800.00 S) PROGRAM CAS145 PAGE 8 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,100,019.00 647,070.000 1,100,019.00 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 183,600.00 92,088.000 184,176.00 SF) 87 BAR REINFORCING STEEL (BARRIER SLAB) KG 2.2000 483,494.00 219,770.000 483,494.00 SF) 88 BAR REINFORCING STEEL (RAMP) KG 2.0000 304,000.00 152,000.000 304,000.00 SF) 89 BAR REINFORCING STEEL KG 2.0000 62,644.00 28,607.790 57,215.58 (DRAINAGE STRUCTURE) 90 BAR REINFORCING STEEL KG 3.0000 2,382.00 794.000 2,382.00 (RETAINING WALL NO.9) 91 BAR REINFORCING STEEL KG 1.0000 38,710.00 38,710.000 38,710.00 (RETAINING WALL NO.10) 92 BAR REINFORCING STEEL KG 1.0000 37,465.00 37,465.000 37,465.00 (RETAINING WALL NO.11) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 21.0000 1,791,951.00 85,186.000 1,788,906.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 85,331.00 85,186.000 85,186.00 F) 95 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED) KG 38.0000 112,556.00 0.000 0.00 F) 96 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED) KG 9.0000 26,658.00 0.000 0.00 F) 97 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 130.0000 58,370.00 331.442 43,087.46 98 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 6,890.00 21.696 2,820.48 (1.6 MM-UNFRAMED) 99 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 10,050.00 1.440 216.00 28.838 4,325.70 (2.0 MM-UNFRAMED) 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 3,400.00 12.910 2,194.70 (1.6 MM-FRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 3,600.00 6.316 1,136.88 (2.0 MM-FRAMED) 02 1500 MM CIDH CONCRETE PILE M 5,500.0000 869,000.00 157.850 868,175.00 (SIGN FOUNDATION) 03 METAL (BARRIER MOUNTED SIGN) KG 30.0000 121,500.00 1,200.000 36,000.00 04 ROADSIDE SIGN - ONE POST EA 300.0000 20,700.00 32.000 9,600.00 05 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 18.000 9,000.00 06 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,400.00 10.000 2,000.00 METHOD) 07 INSTALL SIGN AT PEDESTRIAN BARRICADE EA 100.0000 300.00 0.000 0.00 08 INSTALL FRAMED SIGN PANEL EA 3,000.0000 3,000.00 1.000 3,000.00 09 TIMBER LAGGING M3 880.0000 366,960.00 179.000 157,520.00 F) 10 CLEAN AND PAINT STEEL SOLDIER PILES LS 260,000.0000 260,000.00 0.620 161,200.00 S) 11 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 1,756,000.00 5.980 2,392.00 3,886.360 1,554,544.00 PROGRAM CAS145 PAGE 9 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 180,000.00 337.960 168,980.00 13 900 MM ALTERNATIVE PIPE CULVERT M 500.0000 24,500.00 31.480 15,740.00 14 150 MM PVC WATER PIPE M 900.0000 279,000.00 324.400 291,960.00 S) 15 305 MM PVC WATER PIPE M 1,000.0000 300,000.00 300.340 300,340.00 S) 16 150 MM PVC WATER PIPE IN 305 MM STEEL M 1,000.0000 220,000.00 210.800 210,800.00 S) CASING 17 305 MM PVC WATER PIPE IN 610 MM STEEL M 1,200.0000 264,000.00 220.000 264,000.00 S) CASING 18 JACKED 610 MM STEEL PIPE WITH 305 MM PVC M 3,000.0000 174,000.00 45.300 135,900.00 S) WATER PIPE 19 610 MM X 960 MM OVAL SHAPED APC M 600.0000 149,400.00 248.200 148,920.00 20 GRATED LINE DRAIN M 340.0000 1,513,000.00 3,971.100 1,350,174.00 21 450 MM GALVANIZED CSP RISER M 400.0000 1,600.00 3.200 1,280.00 (4.32 MM THICK) 22 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 850.0000 41,650.00 49.000 41,650.00 23 100 MM WELDED STEEL PIPE (2.67 MM THICK) M 150.0000 4,500.00 0.000 0.00 24 1200 MM WELDED STEEL PIPE (9.5 MM THICK) M 800.0000 140,000.00 141.500 113,200.00 25 JACKED 900 MM WELDED STEEL PIPE M 8,000.0000 1,520,000.00 183.600 1,468,800.00 26 JACKED 1200 MM WELDED STEEL PIPE M 9,000.0000 3,690,000.00 501.820 4,516,380.00 27 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 15,000.00 8.000 8,000.00 28 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 6,000.00 6.000 6,000.00 29 DRAINAGE MANHOLE EA 10,000.0000 30,000.00 6.000 60,000.00 30 150 MM SEWER PIPE (LATERAL) M 500.0000 8,000.00 21.000 10,500.00 S) 31 300 MM SEWER PIPE M 500.0000 150,000.00 298.500 149,250.00 S) 32 380 MM SEWER PIPE M 500.0000 96,000.00 185.500 92,750.00 33 675 MM SEWER PIPE M 1,000.0000 8,000.00 41.500 41,500.00 S) 34 900 MM SEWER PIPE M 1,000.0000 34,000.00 0.000 0.00 S) 35 SEWER MANHOLE M 2,000.0000 68,000.00 40.460 80,920.00 S) 36 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 150.0000 16,350.00 109.000 16,350.00 37 ROCK SLOPE PROTECTION M3 500.0000 38,000.00 64.800 32,400.00 (BACKING NO. 2, METHOD B) 38 FILTER FABRIC M2 5.0000 2,055.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ROCK SLOPE PROTECTION FABRIC M2 5.0000 5,335.00 237.100 1,185.50 40 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 523,900.00 12.280 7,982.00 858.110 557,771.50 CONSTRUCTION) 41 MINOR CONCRETE (GUTTER) M 200.0000 15,400.00 77.000 15,400.00 F) 42 MINOR CONCRETE (STAMPED CONCRETE) M2 80.0000 94,800.00 946.500 75,720.00 43 MINOR CONCRETE (MEDIAN) M3 800.0000 32,000.00 30.000 24,000.00 F) 44 MISCELLANEOUS IRON AND STEEL KG 4.0000 121,800.00 216.000 864.00 28,604.500 114,418.00 SF) 45 MISCELLANEOUS METAL KG 15.0000 7,350.00 490.000 7,350.00 SF)(RESTRAINER - CABLE TYPE) 46 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 28,950.00 588.160 8,822.40 47 MISCELLANEOUS METAL (LAGGING WALL) KG 6.0000 7,668.00 1,188.000 7,128.00 SF) 48 BRIDGE DECK DRAINAGE SYSTEM KG 25.0000 47,500.00 1,900.000 47,500.00 SF) 49 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 25,600.00 141.350 14,135.00 50 CHAIN LINK FENCE (TYPE CL-1.2 MOD) M 100.0000 130,000.00 1,224.124 122,412.40 51 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 52 MEDIAN CONCRETE BARRIER MARKER EA 5.0000 4,550.00 774.000 3,870.00 53 DELINEATOR (CLASS 1) EA 50.0000 4,900.00 28.000 1,400.00 54 GUARD RAILING DELINEATOR EA 50.0000 900.00 0.000 0.00 55 OBJECT MARKER EA 50.0000 1,800.00 14.000 700.00 56 METAL RAILING M 150.0000 64,350.00 0.000 0.00 SF) 57 METAL RAILING (BICYCLE) M 150.0000 34,050.00 0.000 0.00 SF) 58 CHAIN LINK RAILING (TYPE 7) M 300.0000 87,900.00 148.000 44,400.00 SF) 59 CHAIN LINK RAILING (TYPE 7L) M 400.0000 324,400.00 811.000 324,400.00 SF) 60 PEDESTRIAN BARRICADE (TYPE 1) EA 100.0000 300.00 0.000 0.00 61 TUBULAR HANDRAILING M 160.0000 54,400.00 335.000 53,600.00 SF) 62 CONCRETE BARRIER (TYPE 26) M 500.0000 102,000.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 146,500.00 170.000 85,000.00 F) 64 CONCRETE BARRIER (TYPE 26A MODIFIED) M 480.0000 152,640.00 318.000 152,640.00 F) 65 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 870.0000 8,700.00 10.000 8,700.00 PROGRAM CAS145 PAGE 11 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 SINGLE THRIE BEAM BARRIER (WOOD POST) M 100.0000 11,700.00 91.800 9,180.00 67 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 160.0000 18,720.00 73.420 11,747.20 68 CABLE RAILING M 80.0000 2,560.00 32.000 2,560.00 SF) 69 TRANSITION RAILING (TYPE STB) EA 4,000.0000 16,000.00 3.000 12,000.00 70 TRANSITION RAILING (TYPE WB) EA 4,000.0000 24,000.00 3.000 12,000.00 71 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 32,000.00 4.000 16,000.00 72 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 20,000.00 20.000 20,000.00 73 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 9,000.00 6.000 9,000.00 74 END CAP (TYPE TC) EA 150.0000 300.00 1.000 150.00 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 52,500.00 19.000 47,500.00 76 CRASH CUSHION (REACT 9SCBS) EA 70,000.0000 210,000.00 0.000 0.00 77 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 15,000.00 61.000 18,300.00 78 CONCRETE BARRIER (TYPE 60R) M 740.0000 101,380.00 84.473 62,510.02 79 CONCRETE BARRIER (TYPE 60) M 210.0000 720,300.00 3,446.902 723,849.42 80 CONCRETE BARRIER (TYPE 60C) M 360.0000 1,558,800.00 62.000 22,320.00 4,089.238 1,472,125.68 81 CONCRETE BARRIER (TYPE 60D) M 190.0000 36,100.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 60E) M 700.0000 21,700.00 40.000 28,000.00 83 CONCRETE BARRIER (TYPE 80A) M 760.0000 497,800.00 655.000 497,800.00 F) 84 CONCRETE BARRIER (TYPE 736A) M 270.0000 112,320.00 416.000 112,320.00 F) 85 CONCRETE BARRIER (TYPE 736A MODIFIED) M 270.0000 196,830.00 729.000 196,830.00 F) 86 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 640.0000 43,520.00 68.000 43,520.00 F) 87 CONCRETE BARRIER (TYPE 736SV) M 380.0000 1,290,480.00 3,362.400 1,277,712.00 F) 88 PORTABLE CONCRETE BARRIER (TYPE 60K) M 210.0000 10,500.00 25.000 5,250.00 89 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 19,500.00 26.630 1,331.50 S) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 30,900.00 21,738.720 21,738.72 S) 91 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 550.00 0.000 0.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,020.00 1,712.190 3,424.38 S) PROGRAM CAS145 PAGE 12 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,420.00 3,063.720 6,127.44 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 92.00 81.100 81.10 S) (BROKEN 5.18 M - 2.14 M) 95 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 0.000 0.00 S) (BROKEN 4.22 M - 1.22 M) 96 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 143,408.00 0.000 0.00 97 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 125,540.00 20,515.000 41,030.00 98 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 125,415.00 7,119.000 35,595.00 99 SIGNAL & LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 00 SIGNAL & LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.500 62,500.00 S) 01 SIGNAL & LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.800 20,000.00 S) 02 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.100 1,000.00 S) (LOCATION 2) 03 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 175,000.0000 175,000.00 0.250 43,750.00 0.740 129,500.00 S) 04 SIGNAL AND LIGHTING (CITY LOCATION 2) LS 200,000.0000 200,000.00 0.550 110,000.00 S) 05 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 0.150 33,750.00 0.800 180,000.00 S) 06 LIGHTING (STAGE CONSTRUCTION) LS 350,000.0000 350,000.00 0.900 315,000.00 S) 07 LIGHTING LS 125,000.0000 125,000.00 1.000 125,000.00 S) (BROADWAY AVE PEDESTRIAN OVERCROSSING) 08 LIGHTING LS 100,000.0000 100,000.00 1.000 100,000.00 S) (MONTE DIABLO PEDESTRIAN OVERCROSSING) 09 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 0.930 558,000.00 S) 10 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.150 1,500.00 S) (CITY LOCATION 1) 11 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 0.150 1,500.00 S) (CITY LOCATION 2) 12 INTERCONNECTION SYSTEM LS 25,000.0000 25,000.00 0.050 1,250.00 S) 13 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.800 4,000.00 S) (CITY LOCATION 1) 14 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.800 8,000.00 S) (CITY LOCATION 2) 15 ELECTRIC SERVICE (IRRIGATION) LS 50,000.0000 50,000.00 0.800 40,000.00 S) (CITY LOCATION 3) 16 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.900 22,500.00 S) (CITY LOCATION 4) 17 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 S) 18 PAN/TILT UNIT EA 5,000.0000 5,000.00 0.000 0.00 S) 19 CAMERA CONTROL UNIT EA 5,000.0000 5,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 13 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 20 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 S) 21 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,000.0000 14,000.00 0.000 0.00 S) MODEM 22 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.950 95,000.00 S) 23 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.950 71,250.00 S) 24 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.950 95,000.00 S) 25 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 75,000.0000 75,000.00 0.950 71,250.00 S) 26 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.950 95,000.00 S) 27 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 100,000.0000 100,000.00 0.950 95,000.00 S) 28 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 75,000.0000 75,000.00 0.950 71,250.00 S) 29 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 100,000.0000 100,000.00 0.850 85,000.00 S) 30 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 125,000.0000 125,000.00 0.700 87,500.00 S) 31 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 100,000.0000 100,000.00 0.650 65,000.00 S) 32 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 125,000.0000 125,000.00 0.850 106,250.00 S) 33 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 50,000.0000 50,000.00 0.950 47,500.00 S) 34 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 35 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 175,000.0000 175,000.00 0.550 96,250.00 S) 36 WEIGH-IN-MOTION SYSTEM LS 375,000.0000 375,000.00 0.950 356,250.00 S) 37 FIBER OPTIC SYSTEM LS 600,000.0000 600,000.00 0.850 510,000.00 S) 38 INTEGRATED SERVICES DIGITAL NETWORK EA 1,200.0000 1,200.00 0.000 0.00 S) TERMINAL ADAPTER (ISDNTA) PROGRAM CAS145 PAGE 14 DATE 03/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 09:14 AM ESTIMATE NO. 38 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 03/20/10 R.E. NAME: SHOKROLLAH MO DATE OF THIS ESTIMATE 03/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 291,995.61 97,212,364.62 ADJUSTMENT OF COMPENSATION 131,899.40 2,010,953.74 EXTRA WORK 196,810.72 10,209,966.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 620,705.73 109,433,284.81 39 MOBILIZATION LS 2000,000.0000 12,000,000.00 1.000 12,000,000.00 ORIGINAL CONTRACT AMOUNT 120,627,100.00 TOTAL WORK COMPLETED 620,705.73 121,433,284.81 MATERIALS ON HAND ON SITE 481,771.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 122,095.65 -22,280.00 TOTAL 742,801.38 121,892,775.91 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 03/16/07 650 04/09/07 04/02/07 08/24/10 589 141 51 0 92% 84% PROGRESS IS SATISFACTORY SYSTEM UNRELIABLE SHOKROLLAH MO RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 03/23/10