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 01/19/08 EST. NO.18 TIME 11:29 AM R.E. NAME: PATEL BHARAT 04-249044 --------------------------------------------------------------------------- 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 0389 831.64 E.W. @ F.A.(+) 082307 Y 0924.0 0406 385.00 061107 Y 1011.0 0407 522.50 060307 N 1012.0 0524 2,284.04 110507 Y 1261.0 0525 1,162.77 121207 Y 1302.0 0526 472.59 121207 Y 1303.0 0527 55.48 121207 Y 1304.0 0528 383.88 121107 Y 1329.0 0529 354.31 121307 Y 1336.0 0530 383.88 112107 Y 1285.0 0531 221.94 121307 Y 1338.0 0532 496.95 121707 Y 1346.0 0533 354.31 122607 Y 1353.0 0534 619.07 122707 Y 1355.0 0535 482.99 122807 Y 1358.0 0536 383.88 121907 Y 1363.0 0537 562.94 010208 Y 1365.0 0538 55.48 010208 Y 1366.0 0539 78.42 122607 Y 1367.0 0540 341.38 121907 Y 1362.0 0541 88.09 122807 Y 1371.0 0542 156.83 122707 Y 1372.0 0543 645.24 110807 Y 1376.0 0544 221.94 082007 Y 0898.1 0545 132.38 082007 Y 0899.1 0546 221.94 082107 Y 0905.1 0547 97.96 092407 Y 1101.1 0548 169.08 092407 Y 1109.1 0549 166.45 100407 Y 1131.1 0550 221.94 100407 Y 1132.1 0551 236.80 100107 Y 1134.1 0552 354.31 010908 Y 1435.0 0553 730.54 101707 Y 1439.0 0554 383.88 112007 Y 1440.0 0555 353.15 122107 Y 1441.0 0556 562.94 122107 Y 1442.0 004 0009 1,200.00 E.W. @ F.A.(+) 121307 Y 1344.0 0010 1,325.00 121307 Y 1352.0 0011 1,200.00 121307 Y 1368.0 005 0043 5,107.02 E.W. @ F.A.(+) 070807 Y 0955.0 0044 13,705.34 072307 Y 0960.0 0045 732.14 081607 Y 0962.0 0046 624.34 081707 Y 0963.0 014 0057-1 -3,074.29 E.W. @ F.A.(+) 040607 Y 0318.1 DAO CORRECTING ENTRY 0095 1,579.05 111607 Y 1276.1 0096 640.07 103107 Y 1241.1 0097 4,604.21 040607 Y 0318.2 0098 1,339.33 060507 Y 0587.1 016 0083 1,276.12 A.C. @ F.A.(+) 012207 Y 75.1 0 0084 1,276.12 012307 Y 76.1 0 0085 1,317.52 012407 Y 77.1 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 01/19/08 EST. NO.18 TIME 11:29 AM R.E. NAME: PATEL BHARAT 04-249044 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 021 0051 55.49 E.W. @ F.A.(+) 111207 Y 1361.0 029 0001 2,502.13 E.W. @ F.A.(+) 050407 Y 0458.0 033 0114 1,144.00 A.C. @ F.A.(+) 111407 Y 1413.0 036 0068 5,129.47 E.W. @ F.A.(+) 112807 Y 1349.0 0070 2,761.25 112107 Y 1284.1 039 0004 6,276.49 A.C. @ F.A.(+) 052207 Y 556 0 0005 37.69 053107 Y 764 0 0006 1,303.34 050307 Y 436 0 059 0001 1,465.78 E.W. @ F.A.(+) 121707 Y 1348.0 0002 1,739.93 010308 Y 1370.0 0003 1,576.70 122707 Y 1373.0 0004 2,384.48 122607 Y 1374.0 0005 2,137.21 122807 Y 1377.0 0006 2,120.94 010208 Y 1354.0 0007 2,312.02 010908 Y 1434.0 0008 1,865.69 010808 Y 1438.0 82,841.50 TOTAL THIS ESTIMATE 2,165,599.14 TOTAL PREVIOUS ESTIMATE 2,248,440.64 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 01/19/08 EST. NO.18 TIME 11:29 AM R.E. NAME: PATEL BHARAT 04-249044 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -78,400.00 05 UNAPPROVED CPM SCHED -566,892.87 13 CPM SCHEDULE 566,892.87 14 SWPP NON COMPLIANCE -965,787.86 16 SWPPP NON COMPLIANCE 965,787.86 17 0.00 -78,400.00 TOTAL DEDUCTIONS 0.00 -78,400.00 PROGRAM CAS145 PAGE 1 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 LOCATION PROGRESS ESTIMATE 04-ALA-238-14.2/16.7 ----------------- 04-ALA-880-18.3/20.7 FCI CONSTRUCTORS, INC IN ALAMEDA COUNTY IN AND NEAR 04-ALA-580-R29.4/R31.4 2100 GOODYEAR ROAD HAYWARD AND SAN LEANDRO AT VARIOUS BENICIA, CA 94510 LOCATIONS FED. AID NO. STPL-6204(57)N WIDENING AND REHABILITATE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.030 300.00 0.530 5,300.00 02 TIME-RELATED OVERHEAD LS 3800,000.0000 3,800,000.00 0.030 114,000.00 0.480 1,824,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 7,200.00 1,766.000 17,660.00 04 300 MM TEMPORARY CULVERT M 250.0000 47,500.00 15.000 3,750.00 69.900 17,475.00 05 TEMPORARY INLET EA 3,000.0000 42,000.00 0.000 0.00 06 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 1.000 3,750.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.030 3,000.00 0.500 50,000.00 08 TEMPORARY SILT FENCE M 12.0000 58,560.00 1,661.160 19,933.92 09 TEMPORARY CONCRETE WASHOUT FACILITY LS 70,000.0000 70,000.00 0.030 2,100.00 0.460 32,200.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 82,500.00 2.000 5,000.00 20.500 51,250.00 11 TEMPORARY COVER M2 3.0000 29,700.00 12,084.510 36,253.53 12 TEMPORARY DRAINAGE INLET PROTECTION EA 425.0000 26,775.00 61.750 26,243.75 13 PHOTOGRAPHIC SURVEY OF EXISTING LS 120,000.0000 120,000.00 0.750 90,000.00 S) FACILITIES 14 VIBRATION MONITORING LS 130,000.0000 130,000.00 0.050 6,500.00 0.750 97,500.00 S) 15 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.750 75,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.030 9,000.00 0.480 144,000.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 6.6000 12,870.00 3,492.840 23,052.74 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 30,000.00 18.000 720.00 316.000 12,640.00 S) 19 TEMPORARY PAVEMENT MARKER EA 10.0000 2,000.00 370.000 3,700.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 252,000.00 11.250 135,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 30.0000 900,000.00 536.000 16,080.00 13,315.570 399,467.10 S) 22 TEMPORARY CRASH CUSHION MODULE EA 325.0000 299,000.00 12.000 3,900.00 491.000 159,575.00 S) PROGRAM CAS145 PAGE 2 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 5,000.0000 10,000.00 0.000 0.00 S) (TYPE ADIEM) 24 ABANDON CULVERT M 65.0000 53,950.00 296.250 19,256.25 25 ABANDON INLET EA 700.0000 16,800.00 1.000 700.00 5.000 3,500.00 26 ABANDON SEWER M 15.0000 2,550.00 173.960 2,609.40 27 OBLITERATE SURFACING M2 6.0000 132,000.00 6,887.000 41,322.00 28 REMOVE CHAIN LINK FENCE M 15.0000 7,800.00 1,075.460 16,131.90 29 REMOVE METAL BEAM GUARD RAILING M 25.0000 43,750.00 992.000 24,800.00 30 REMOVE FLARED END SECTION EA 300.0000 1,800.00 2.000 600.00 31 REMOVE TEE EA 400.0000 3,600.00 7.000 2,800.00 32 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 14.0000 127,820.00 7,828.430 109,598.02 33 REMOVE PAINTED TRAFFIC STRIPE M 3.5000 149,100.00 5,358.230 18,753.81 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 170,000.00 19,504.660 78,018.64 35 REMOVE PAVEMENT MARKER EA 2.0000 6,720.00 6,800.000 13,600.00 36 REMOVE ROADSIDE SIGN EA 50.0000 1,400.00 2.000 100.00 37 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 5.000 20,000.00 38 REMOVE CULVERT M 100.0000 121,000.00 748.270 74,827.00 39 REMOVE INLET EA 700.0000 31,500.00 -1.000 -700.00 29.000 20,300.00 40 REMOVE HEADWALL EA 1,600.0000 1,600.00 1.000 1,600.00 41 REMOVE MANHOLE EA 2,500.0000 2,500.00 2.000 5,000.00 42 REMOVE RETAINING WALL LS 20,000.0000 20,000.00 1.000 20,000.00 43 REMOVE RETAINING WALL (PORTION) LS 6,000.0000 6,000.00 1.000 6,000.00 44 SALVAGE SIGN STRUCTURE EA 10,000.0000 20,000.00 0.000 0.00 S) 45 RECONSTRUCT CHAIN LINK FENCE M 30.0000 3,600.00 0.000 0.00 S) 46 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 23,000.00 0.000 0.00 S) 47 RECONSTRUCT CONCRETE BARRIER M 1,600.0000 416,000.00 0.000 0.00 (TYPE BART D) 48 RESET CRASH CUSHION EA 1,000.0000 3,000.00 0.000 0.00 49 RELOCATE ROADSIDE SIGN EA 300.0000 26,100.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ADJUST INLET EA 2,000.0000 24,000.00 0.000 0.00 51 MODIFY MANHOLE EA 25,000.0000 25,000.00 1.000 25,000.00 52 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5500 497,000.00 1,555.000 5,520.25 S) 53 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 9,000.00 155.670 2,802.06 54 REMOVE CONCRETE BARRIER M 68.0000 227,800.00 1,325.820 90,155.76 55 REMOVE SOUND WALL M 150.0000 148,500.00 741.000 111,150.00 56 ACCESS OPENING, SOFFIT EA 2,000.0000 20,000.00 4.000 8,000.00 57 CAP INLET EA 1,200.0000 10,800.00 9.000 10,800.00 58 CAP MANHOLE EA 2,500.0000 2,500.00 0.000 0.00 59 REMOVE CRASH CUSHION EA 500.0000 5,500.00 0.000 0.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 0.000 0.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 300,000.0000 300,000.00 0.250 75,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 150,000.0000 150,000.00 0.750 112,500.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 200,000.0000 200,000.00 0.950 190,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION H LS 200,000.0000 200,000.00 0.000 0.00 68 BRIDGE REMOVAL (PORTION), LOCATION J LS 35,000.0000 35,000.00 1.000 35,000.00 69 BRIDGE REMOVAL (PORTION), LOCATION K LS 75,000.0000 75,000.00 1.000 75,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION M LS 50,000.0000 50,000.00 1.000 50,000.00 71 BRIDGE REMOVAL (PORTION), LOCATION N LS 10,000.0000 10,000.00 0.000 0.00 72 JACKING SUPERSTRUCTURE, LOCATION C LS 40,000.0000 40,000.00 0.025 1,000.00 73 JACKING SUPERSTRUCTURE, LOCATION E LS 60,000.0000 60,000.00 0.025 1,500.00 74 CLEARING AND GRUBBING LS 285,000.0000 285,000.00 1.000 285,000.00 75 DEVELOP WATER SUPPLY LS 26,400.0000 26,400.00 0.050 1,320.00 0.500 13,200.00 76 ROADWAY EXCAVATION M3 60.5000 2,804,175.00 270.000 16,335.00 30,332.440 1,835,112.62 PROGRAM CAS145 PAGE 4 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAD COMPLIANCE PLAN LS 2,340.0000 2,340.00 1.000 2,340.00 78 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 572,500.00 4,313.440 431,344.00 F) 79 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 1,564,050.00 10,673.000 1,600,950.00 F) 80 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 581,400.00 108.730 16,309.50 1,010.980 151,647.00 F) 81 STRUCTURAL BACKFILL (RETAINING WALL) M3 100.0000 55,600.00 0.000 0.00 F) (CELLULAR CONCRETE) 82 STRUCTURAL BACKFILL (BRIDGE) M3 95.0000 971,850.00 0.000 0.00 F) (CELLULAR CONCRETE) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 1,389,420.00 1,033.000 92,970.00 10,264.000 923,760.00 F) 84 SAND BACKFILL M3 125.0000 20,000.00 54.900 6,862.50 85 DITCH EXCAVATION M3 125.0000 241,250.00 0.000 0.00 86 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 882,000.00 882.000 882,000.00 F) 87 EARTH RETAINING STRUCTURE, LOCATION B M2 1,150.0000 2,012,500.00 1,487.500 1,710,625.00 F) 88 EARTH RETAINING STRUCTURE, LOCATION C M2 1,100.0000 1,485,000.00 1,282.500 1,410,750.00 F) 89 EARTH RETAINING STRUCTURE, LOCATION D M2 800.0000 432,000.00 405.000 324,000.00 F) 90 IMPORTED BORROW M3 1.0000 24,200.00 0.000 0.00 91 LIGHTWEIGHT FILL (RETAINING WALL) M3 180.0000 37,620.00 209.000 37,620.00 F) 92 STRAW (EROSION CONTROL) TONN 575.0000 11,500.00 0.250 143.75 4.344 2,497.80 S) 93 FIBER (EROSION CONTROL) KG 1.5000 4,815.00 625.140 937.71 S) 94 FIBER ROLLS M 13.2000 150,480.00 -891.110 -11,762.65 2,764.720 36,494.30 S) 95 COMPOST (EROSION CONTROL) M3 360.0000 14,040.00 8.910 3,207.60 S) 96 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 86,400.00 98.580 15,772.80 S) 97 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 6,900.00 416.760 520.95 S) 98 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 4,200.00 130.230 781.38 S) 99 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.000 0.00 S) 00 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.000 0.00 S) 01 IRRIGATION SYSTEM LS 250,000.0000 250,000.00 0.070 17,500.00 S) 02 NPS 3 SUPPLY LINE (BRIDGE) M 485.0000 171,690.00 92.000 44,620.00 03 WATER METER - 50MM EA 100,000.0000 600,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 WATER METER - 40MM EA 45,000.0000 45,000.00 0.000 0.00 S) 05 200 MM CORRUGATED HIGH DENSITY M 325.0000 31,525.00 180.000 58,500.00 S) POLYETHYLENE PIPE CONDUIT 06 FINISHING ROADWAY LS 120,000.0000 120,000.00 0.050 6,000.00 0.050 6,000.00 07 CLASS 4 AGGREGATE SUBBASE M3 28.0000 604,800.00 4,460.200 124,885.60 08 AGGREGATE BASE (APPROACH SLAB) M3 450.0000 20,250.00 0.000 0.00 09 CLASS 3 AGGREGATE BASE M3 450.0000 6,300.00 0.000 0.00 10 LEAN CONCRETE BASE M3 200.0000 3,780,000.00 4,430.540 886,108.00 11 ASPHALT TREATED PERMEABLE BASE M3 285.0000 330,600.00 64.000 18,240.00 12 ASPHALT CONCRETE TONN 78.5000 4,945,500.00 9,889.910 776,357.94 13 ASPHALT CONCRETE (LEVELING) TONN 850.0000 14,450.00 12.000 10,200.00 14 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 129.0000 1,548,000.00 0.000 0.00 15 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 131.0000 1,185,550.00 0.000 0.00 16 PAVEMENT REINFORCING FABRIC M2 2.5000 58,500.00 3,453.000 8,632.50 17 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 2,520.00 0.000 0.00 18 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 1,680.00 0.000 0.00 19 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 11,400.00 0.000 0.00 20 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 3,120.00 0.000 0.00 21 SHOULDER RUMBLE STRIP M 2.0000 5,880.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 22 CONCRETE PAVEMENT M3 350.0000 731,500.00 0.000 0.00 23 REPLACE CONCRETE PAVEMENT M3 4,000.0000 56,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 24 SEAL PAVEMENT JOINT M 17.0000 24,820.00 0.000 0.00 25 CRACK EXISTING CONCRETE PAVEMENT M2 2.5000 50,250.00 3,453.000 8,632.50 26 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 345.0000 671,715.00 2,033.400 701,523.00 S) PILING 27 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,040.0000 320,320.00 402.800 418,912.00 S) PILING 28 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,350.0000 181,900.00 34.000 181,900.00 S) PILING 29 FURNISH PILING (CLASS 900) M 150.0000 1,369,200.00 1,003.000 150,450.00 4,726.000 708,900.00 (ALTERNATIVE "X" MODIFIED) 30 DRIVE PILE (CLASS 900) EA 1,400.0000 592,200.00 50.000 70,000.00 200.000 280,000.00 S) (ALTERNATIVE "X" MODIFIED) PROGRAM CAS145 PAGE 6 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH PILING (CLASS 900) M 200.0000 196,200.00 981.000 196,200.00 (ALTERNATIVE W) 32 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,400.0000 53,200.00 38.000 53,200.00 S) 33 FURNISH PILING (CLASS 900) M 100.0000 433,900.00 4,352.360 435,236.00 (ALTERNATIVE "X") 34 DRIVE PILE (CLASS 900) (ALTERNATIVE "X") EA 1,400.0000 298,200.00 214.000 299,600.00 S) 35 FURNISH PILING (CLASS 625) M 105.0000 176,715.00 1,685.960 177,025.80 (ALTERNATIVE "X") 36 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 1,400.0000 110,600.00 79.000 110,600.00 S) 37 FURNISH PILING (CLASS 400) M 78.0000 867,204.00 11,157.720 870,302.16 (ALTERNATIVE "X") 38 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 1,000.0000 534,000.00 534.000 534,000.00 S) 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 290.0000 754,000.00 914.140 265,100.60 S) PILING (SOUND WALL) 40 FURNISH CAST-IN-STEEL SHELL PILING PIPE M 250.0000 628,000.00 2,512.000 628,000.00 PILE 406 X 12.7 41 DRIVE CAST-IN-STEEL SHELL PILE PIPE PILE EA 1,400.0000 197,400.00 141.000 197,400.00 S) 406 X 12.7 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.323 64,600.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,030,000.00 117.300 58,650.00 1,308.450 654,225.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 6,645,100.00 407.130 447,843.00 1,938.430 2,132,273.00 F) 45 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 3,573,500.00 433.560 303,492.00 4,437.760 3,106,432.00 F) 46 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 492,000.00 0.000 0.00 F) (TYPE N) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,630.0000 731,870.00 0.000 0.00 (TYPE R) 48 CLASS 1 CONCRETE (STRUCTURE) M3 1,300.0000 941,200.00 446.800 580,840.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 1,550.0000 542,500.00 12.920 20,026.00 162.620 252,061.00 50 STONE BLOCK TEXTURE M2 400.0000 20,000.00 15.450 6,180.00 F) 51 CRUCIFORM SHAPED PANEL SURFACE TEXTURE M2 150.0000 120,600.00 0.000 0.00 F) 52 FRACTURED RIB TEXTURE, TYPE A M2 60.0000 142,560.00 1,430.120 85,807.20 F) 53 FRACTURED RIB TEXTURE, TYPE B M2 60.0000 53,940.00 1,648.000 98,880.00 F) 54 DRILL AND BOND DOWEL M 100.0000 106,400.00 19.520 1,952.00 292.820 29,282.00 55 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 70.0000 60,830.00 0.000 0.00 56 CLEAN EXPANSION JOINT M 100.0000 7,900.00 0.000 0.00 57 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 306,000.00 0.000 0.00 S) GIRDER (20 M - 25 M) PROGRAM CAS145 PAGE 7 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 55,000.0000 440,000.00 8.000 440,000.00 S) BOX GIRDER (30 M - 35 M) 59 ERECT PRECAST PRESTRESSED CONCRETE EA 3,500.0000 59,500.00 0.000 0.00 S) GIRDER 60 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 7,000.0000 56,000.00 8.000 56,000.00 S) GIRDER 61 REFINISH BRIDGE DECK M2 160.0000 12,160.00 0.000 0.00 62 CORE CONCRETE (151 MM - 200 MM) M 300.0000 1,200.00 0.000 0.00 S) 63 CORE CONCRETE (201 MM - 250 MM) M 400.0000 400.00 0.000 0.00 S) 64 SOUND WALL (MASONRY BLOCK) M2 245.0000 2,060,450.00 0.000 0.00 SF) 65 JOINT SEAL (MR 30 MM) M 285.0000 33,630.00 0.000 0.00 S) 66 JOINT SEAL (MR 15 MM) M 285.0000 29,925.00 0.000 0.00 S) 67 JOINT SEAL (MR 40 MM) M 285.0000 21,375.00 0.000 0.00 S) 68 JOINT SEAL (MR 50 MM) M 285.0000 35,055.00 0.000 0.00 S) 69 BAR REINFORCING STEEL KG 2.8000 180,910.80 39,873.200 111,644.96 SF) 70 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,296,350.00 57,127.660 119,968.09 360,309.170 756,649.26 SF) 71 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5500 857,424.75 26,457.940 67,467.75 293,961.770 749,602.51 SF) 72 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.0000 2,037,500.00 0.000 0.00 SF) 73 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.0000 815,000.00 0.000 0.00 SF) 74 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 24,300.00 0.000 0.00 F) WITH WALKWAY) 75 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 4,860.00 0.000 0.00 SF)WITH WALKWAY) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 1,269,600.00 0.000 0.00 F) 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 126,960.00 0.000 0.00 SF) 78 1372 MM CAST-IN-DRILLED-HOLE M 5,000.0000 150,000.00 12.300 61,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 1524 MM CAST-IN-DRILLED-HOLE M 5,400.0000 453,600.00 7.600 41,040.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 METAL (ROADSIDE SIGN) KG 18.0000 49,320.00 0.000 0.00 F) 81 ROADSIDE SIGN - ONE POST EA 375.0000 5,250.00 0.000 0.00 82 ROADSIDE SIGN - TWO POST EA 720.0000 5,040.00 0.000 0.00 83 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,980.00 0.000 0.00 METHOD) 84 INSTALL SIGN OVERLAY M2 750.0000 5,250.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 22,500.00 0.000 0.00 86 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 600.00 0.000 0.00 EXISTING POST 87 INSTALL SELF ADHESIVE SIGN PANEL EA 950.0000 2,850.00 0.000 0.00 88 CLEAN AND PAINT STRUCTURAL STEEL LS 300,000.0000 300,000.00 0.200 60,000.00 0.500 150,000.00 S) 89 WORK AREA MONITORING LS 33,000.0000 33,000.00 0.000 0.00 S) 90 300 MM ALTERNATIVE PIPE CULVERT M 330.0000 49,500.00 8.700 2,871.00 91 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 1,435,000.00 -0.050 -17.50 2,449.840 857,444.00 92 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 120,000.00 122.640 73,584.00 93 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 12,600.00 17.500 12,250.00 94 450 MM REINFORCED CONCRETE PIPE M 310.0000 22,940.00 54.500 16,895.00 95 600 MM REINFORCED CONCRETE PIPE M 470.0000 131,600.00 10.000 4,700.00 277.600 130,472.00 96 900 MM REINFORCED CONCRETE PIPE M 1,000.0000 110,000.00 10.000 10,000.00 24.630 24,630.00 97 300 MM SLOTTED CORRUGATED STEEL PIPE M 350.0000 105,000.00 176.500 61,775.00 (1.63 MM THICK) 98 200 MM NON-PERFORATED PLASTIC PIPE M 400.0000 7,200.00 0.000 0.00 UNDERDRAIN 99 200 MM PERFORATED PLASTIC M 140.0000 180,600.00 1,701.200 238,168.00 PIPE UNDERDRAIN 00 80 MM PLASTIC PIPE (EDGE DRAIN) M 85.0000 137,700.00 122.000 10,370.00 01 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 350.0000 26,250.00 0.000 0.00 02 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 90.0000 183,600.00 -843.000 -75,870.00 1,493.000 134,370.00 03 300 MM CORRUGATED STEEL PIPE RISER M 300.0000 4,800.00 42.600 12,780.00 (1.63 MM THICK) 04 WELDED STEEL PIPE CASING (BRIDGE) M 300.0000 15,600.00 24.000 7,200.00 24.000 7,200.00 SF) 05 300 MM ALTERNATIVE FLARED END SECTION EA 300.0000 600.00 1.000 300.00 06 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 0.000 0.00 07 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 2,400.00 1.000 600.00 08 DRAIN INLET MARKER EA 50.0000 1,550.00 0.000 0.00 09 DRAINAGE MANHOLE EA 5,500.0000 11,000.00 1.000 5,500.00 10 DRAINAGE INLET PROTECTION EA 600.0000 30,600.00 0.000 0.00 11 300 MM REINFORCED CONCRETE PIPE RISER M 225.0000 2,925.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 200 MM VITRIFIED CLAY SEWER PIPE M 825.0000 140,250.00 10.000 8,250.00 16.460 13,579.50 S) 13 SEWER MANHOLE EA 10,000.0000 20,000.00 1.000 10,000.00 S) 14 MINOR CONCRETE (BACKFILL) M3 275.0000 30,250.00 77.130 21,210.75 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 350.0000 10,500.00 2.920 1,022.00 16 SLOPE PAVING (CONCRETE) M3 900.0000 102,600.00 0.000 0.00 F) 17 ROCK SLOPE PROTECTION FABRIC M2 5.0000 600.00 12.200 61.00 18 MINOR CONCRETE (MISCELLANEOUS M3 840.0000 529,200.00 -41.360 -34,742.40 70.250 59,010.00 CONSTRUCTION) 19 MINOR CONCRETE (GUTTER) M 115.0000 108,100.00 501.320 57,651.80 F) 20 MISCELLANEOUS IRON AND STEEL KG 5.0000 130,695.00 -23.000 -115.00 7,854.000 39,270.00 SF) 21 MISCELLANEOUS METAL KG 10.0000 28,500.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 22 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 2,300.00 0.000 0.00 SF) 23 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 66,200.00 720.000 7,200.00 SF) 24 CHAIN LINK FENCE (TYPE CL-1.2) M 80.0000 36,160.00 18.680 1,494.40 103.680 8,294.40 SF) 25 CHAIN LINK FENCE (TYPE CL-1.8) M 135.0000 7,830.00 427.500 57,712.50 S) 26 1.8 M METAL GATE EA 5,000.0000 5,000.00 0.000 0.00 S) 27 1.8 METAL FENCE M 5,000.0000 15,000.00 0.000 0.00 S) 28 OBJECT MARKER (TYPE F) EA 85.0000 5,525.00 0.000 0.00 29 OBJECT MARKER (TYPE P) EA 200.0000 200.00 0.000 0.00 30 OBJECT MARKER (TYPE L-1) EA 150.0000 750.00 0.000 0.00 31 OBJECT MARKER (TYPE G) EA 150.0000 3,150.00 0.000 0.00 32 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 120,900.00 101.500 13,195.00 S) 33 CHAIN LINK RAILING (TYPE 7) M 150.0000 18,300.00 0.000 0.00 SF) 34 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 150.0000 21,750.00 0.000 0.00 SF) 35 CONCRETE BARRIER (TYPE 25) M 255.0000 31,110.00 0.000 0.00 F) 36 CONCRETE BARRIER BART M 3,720.0000 26,040.00 0.000 0.00 F) 37 CONCRETE BARRIER (BART-C) M 1,900.0000 13,300.00 0.000 0.00 S) 38 CABLE RAILING M 60.0000 59,880.00 519.000 31,140.00 SF) PROGRAM CAS145 PAGE 10 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,050.0000 18,300.00 0.000 0.00 S) 40 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 25,850.00 1.000 2,350.00 S) 41 CONCRETE BARRIER (TYPE 60) M 250.0000 387,250.00 131.210 32,802.50 F) 42 CONCRETE BARRIER (TYPE 60A MODIFIED) M 200.0000 13,200.00 0.000 0.00 F) 43 CONCRETE BARRIER (TYPE 60C) M 600.0000 861,000.00 782.300 469,380.00 F) 44 CONCRETE BARRIER (TYPE 60D) M 170.0000 52,870.00 64.920 11,036.40 F) 45 CONCRETE BARRIER (TYPE 60E) M 1,150.0000 172,500.00 0.000 0.00 46 CONCRETE BARRIER (TYPE 736A MODIFIED) M 285.0000 313,215.00 0.000 0.00 F) 47 CONCRETE BARRIER (TYPE 736) M 230.0000 115,000.00 0.000 0.00 F) 48 CONCRETE BARRIER (TYPE 736A) M 240.0000 78,000.00 63.000 15,120.00 F) 49 CONCRETE BARRIER (TYPE 736 MODIFIED) M 450.0000 176,400.00 0.000 0.00 F) 50 CONCRETE BARRIER (TYPE 736B) M 2,100.0000 6,300.00 0.000 0.00 F) 51 CONCRETE BARRIER (TYPE 736SV) M 450.0000 648,000.00 0.000 0.00 52 THERMOPLASTIC CROSSWALK AND M2 70.0000 6,440.00 0.000 0.00 S) PAVEMENT MARKING 53 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 66,000.00 0.000 0.00 S) 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.3000 39,947.00 2,689.060 11,562.96 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,920.00 1,159.220 4,636.88 S) (BROKEN 3.66 M - 0.92 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 48,800.00 13,530.190 27,060.38 S) (DASHED WHITE) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,680.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 42,000.00 29,212.370 23,369.90 S) 59 PAINT PAVEMENT MARKING (2-COAT) M2 56.0000 672.00 45.200 2,531.20 S) 60 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2500 23,400.00 0.000 0.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.6000 55,664.00 2,491.000 13,949.60 S) 62 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.000 0.00 S) 63 SIGNAL AND LIGHTING (LOCATION 3) LS 30,000.0000 30,000.00 0.100 3,000.00 S) 64 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.505 50,500.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.004 2,800.00 0.095 66,500.00 S) PROGRAM CAS145 PAGE 11 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 SPRINKLER CONTROL CONDUIT (BRIDGE) M 90.0000 47,700.00 0.000 0.00 SF) 67 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.050 7,500.00 0.554 83,100.00 S) 68 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.310 31,000.00 S) 69 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 140,000.0000 140,000.00 0.052 7,280.00 S) 70 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 9,000.0000 9,000.00 0.000 0.00 S) 71 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 80,000.0000 80,000.00 0.000 0.00 S) 72 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 80,000.0000 80,000.00 0.000 0.00 S) 73 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 50,000.0000 50,000.00 0.057 2,850.00 S) 74 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 80,000.0000 80,000.00 0.000 0.00 S) 75 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 25,000.0000 25,000.00 0.000 0.00 S) 76 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 200,000.0000 200,000.00 0.025 5,000.00 S) 77 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 120,000.0000 120,000.00 0.000 0.00 S) 78 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 70,000.0000 70,000.00 0.000 0.00 S) 79 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 20,000.0000 20,000.00 0.000 0.00 S) 80 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 150,000.0000 150,000.00 0.225 33,750.00 S) 81 TRAFFIC OPERATIONS SYSTEM (LOCATION 15) LS 50,000.0000 50,000.00 0.000 0.00 S) 82 TRAFFIC OPERATIONS SYSTEM (LOCATION 16) LS 100,000.0000 100,000.00 0.210 21,000.00 S) 83 TRAFFIC OPERATIONS SYSTEM (LOCATION 17) LS 50,000.0000 50,000.00 0.000 0.00 S) 84 CAMERA UNIT EA 9,000.0000 18,000.00 0.000 0.00 S) 85 PAN/TILT UNIT EA 8,000.0000 16,000.00 0.000 0.00 S) 86 CAMERA CONTROL UNIT (CCU) EA 8,000.0000 16,000.00 0.000 0.00 S) 87 VIDEO ENCODER UNIT (VEU) EA 35,000.0000 70,000.00 0.000 0.00 S) 88 INTEGRATED SERVICES DIGITAL NETWORK EA 1,800.0000 3,600.00 0.000 0.00 S) TERMINAL ADAPTER (ISDN TA) 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 RECONSTRUCT CONCRETE BARRIER M 1,040.0000 301,600.00 0.000 0.00 (TYPE MODIFIED BART-D) 91 RECONSTRUCT BARBED WIRE EXTENSION ARMS M 33.0000 63,030.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 01/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:29 AM ESTIMATE NO. 18 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 01/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,516,713.94 34,527,598.59 ADJUSTMENT OF COMPENSATION 12,631.28 308,350.66 EXTRA WORK 70,210.22 1,940,089.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,599,555.44 36,776,039.23 92 MOBILIZATION LS 8540,000.0000 8,540,000.00 0.950 8,113,000.00 ORIGINAL CONTRACT AMOUNT 90,911,557.55 TOTAL WORK COMPLETED 1,599,555.44 44,889,039.23 MATERIALS ON HAND ON SITE 3,708,206.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -78,400.00 TOTAL 1,599,555.44 48,518,845.73 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PREVENTION PLAN 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 09/05/06 706 09/20/06 09/20/06 11/05/09 283 48 25 0 47% 39% PROGRESS IS SATISFACTORY PATEL BHARAT RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 01/19/08