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 06/15/07 EST. NO.10 TIME 08:49 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 0185 544.55 E.W. @ F.A.(+) 050707 Y 0467.0 0186 211.99 050807 Y 0473.0 0187 78.95 050807 Y 0474.0 0188 107.40 050907 Y 0481.0 0189 422.53 050907 Y 0483.0 0190 71.59 041207 Y 0360.0 0191 107.39 051007 Y 0485.0 0192 422.53 051007 Y 0489.0 0193 422.53 051107 Y 0493.0 0194 167.67 051007 Y 0495.0 0196 162.10 022307 Y 0533.0 0197 422.53 051407 Y 0536.0 0198 463.99 051407 Y 0537.0 0199 422.53 051507 Y 0538.0 0200 157.90 051507 Y 0540.0 0201 422.53 051607 Y 0542.0 0202 422.53 051707 Y 0545.0 0203 668.16 051807 Y 0548.0 0204 286.36 051807 Y 0549.0 0205 210.54 052107 Y 0551.0 0206 422.53 052107 Y 0552.0 0207 157.51 052107 Y 0553.0 0208 422.53 052207 Y 0555.0 0209 166.54 052207 Y 0558.0 0210 157.90 052307 Y 0559.0 0211 527.79 052307 Y 0560.0 0212 118.43 052307 Y 0561.0 0213 143.18 052407 Y 0563.0 0214 210.54 052407 Y 0565.0 0215 105.27 052407 Y 0566.0 0216 422.53 052507 Y 0567.0 0217 421.08 052907 Y 0570.0 0218 368.44 053007 Y 0572.0 0219 131.59 053007 Y 0573.0 0220 113.24 053007 Y 0574.0 0221 178.98 053107 Y 0576.0 0222 633.07 053107 Y 0578.0 0223 422.53 052407 Y 0580.0 0224 631.62 060107 Y 0581.0 014 0038 2,376.00 E.W. @ F.A.(+) 020107 Y 0095.1 0039 1,705.00 020207 Y 0097.1 0040 3,537.41 022107 Y 0149.1 0041 1,112.88 020507 Y 0112.0 017 0005 9,820.26 E.W. @ F.A.(+) 040507 N 001 0 0006 535.02 040407 N 002 0 0007 840.76 040907 N 003 0 020 0008 650.61 E.W. @ F.A.(+) 111606 Y 0008.0 0009 1,034.48 111006 Y 0009.0 0010 366.66 110906 Y 0010.0 0011 1,700.86 112906 Y 0012.0 0012 1,700.86 112806 Y 0013.0 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 06/15/07 EST. NO.10 TIME 08:49 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 --------------------------------------------------------------------------- 0013 1,928.75 120506 Y 0014.0 0014 859.53 120706 Y 0015.0 0015 1,099.09 121806 Y 0019.0 0016 469.62 122806 Y 0024.0 0017 991.99 122806 Y 0025.0 0018 649.90 011107 Y 0049.0 0019 1,048.34 021407 Y 0128.0 0020 779.56 021507 Y 0132.0 0021 1,337.84 021607 Y 0133.0 0022 1,224.20 021607 Y 0134.0 0023 199.42 022007 Y 0147.0 0024 305.92 022207 Y 0154.0 0025 802.79 032907 Y 0264.0 0026 739.80 051007 Y 0488.0 0027 215.33 011707 Y 0528.0 026 0001 164.81 E.W. @ F.A.(+) 050907 Y 0479.0 0002 3,764.44 051007 Y 0486.0 0003 3,357.18 051007 Y 0494.0 0004 164.81 051707 Y 0544.0 029 0002 2,972.27 E.W. @ F.A.(+) 050707 Y 0468.0 0003 3,250.58 050807 Y 0475.0 63,658.57 TOTAL THIS ESTIMATE 328,039.76 TOTAL PREVIOUS ESTIMATE 391,698.33 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 06/15/07 EST. NO.10 TIME 08:49 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 0.00 -78,400.00 TOTAL DEDUCTIONS 0.00 -78,400.00 PROGRAM CAS145 PAGE 1 DATE 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 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 0.250 2,500.00 02 TIME-RELATED OVERHEAD LS 3800,000.0000 3,800,000.00 0.030 114,000.00 0.270 1,026,000.00 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 54.900 13,725.00 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 0.270 27,000.00 08 TEMPORARY SILT FENCE M 12.0000 58,560.00 1,449.160 17,389.92 09 TEMPORARY CONCRETE WASHOUT FACILITY LS 70,000.0000 70,000.00 0.040 2,800.00 0.260 18,200.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 82,500.00 0.750 1,875.00 17.750 44,375.00 11 TEMPORARY COVER M2 3.0000 29,700.00 10,811.650 32,434.95 12 TEMPORARY DRAINAGE INLET PROTECTION EA 425.0000 26,775.00 49.750 21,143.75 13 PHOTOGRAPHIC SURVEY OF EXISTING LS 120,000.0000 120,000.00 0.060 7,200.00 0.520 62,400.00 S) FACILITIES 14 VIBRATION MONITORING LS 130,000.0000 130,000.00 0.070 9,100.00 0.440 57,200.00 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 0.270 81,000.00 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 35.000 1,400.00 226.000 9,040.00 S) 19 TEMPORARY PAVEMENT MARKER EA 10.0000 2,000.00 225.000 2,250.00 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 1,018.170 30,545.10 11,516.570 345,497.10 S) 22 TEMPORARY CRASH CUSHION MODULE EA 325.0000 299,000.00 58.000 18,850.00 356.000 115,700.00 S) PROGRAM CAS145 PAGE 2 DATE 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 44.000 2,860.00 285.250 18,541.25 25 ABANDON INLET EA 700.0000 16,800.00 4.000 2,800.00 26 ABANDON SEWER M 15.0000 2,550.00 170.000 2,550.00 27 OBLITERATE SURFACING M2 6.0000 132,000.00 6,887.000 41,322.00 6,887.000 41,322.00 28 REMOVE CHAIN LINK FENCE M 15.0000 7,800.00 947.960 14,219.40 29 REMOVE METAL BEAM GUARD RAILING M 25.0000 43,750.00 712.000 17,800.00 30 REMOVE FLARED END SECTION EA 300.0000 1,800.00 1.000 300.00 31 REMOVE TEE EA 400.0000 3,600.00 1.000 400.00 7.000 2,800.00 32 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 14.0000 127,820.00 392.380 5,493.32 6,340.870 88,772.18 33 REMOVE PAINTED TRAFFIC STRIPE M 3.5000 149,100.00 507.240 1,775.34 3,970.360 13,896.26 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 170,000.00 1,769.370 7,077.48 14,465.830 57,863.32 35 REMOVE PAVEMENT MARKER EA 2.0000 6,720.00 4,891.000 9,782.00 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 1.000 4,000.00 5.000 20,000.00 38 REMOVE CULVERT M 100.0000 121,000.00 61.700 6,170.00 714.030 71,403.00 39 REMOVE INLET EA 700.0000 31,500.00 5.000 3,500.00 22.000 15,400.00 40 REMOVE HEADWALL EA 1,600.0000 1,600.00 0.000 0.00 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 0.000 0.00 43 REMOVE RETAINING WALL (PORTION) LS 6,000.0000 6,000.00 0.000 0.00 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 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 227,800.00 371.200 25,241.60 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 0.000 0.00 57 CAP INLET EA 1,200.0000 10,800.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 300,000.0000 300,000.00 0.250 75,000.00 0.250 75,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000.00 1.000 60,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 150,000.0000 150,000.00 0.750 112,500.00 0.750 112,500.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 200,000.0000 200,000.00 0.150 30,000.00 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 0.000 0.00 73 JACKING SUPERSTRUCTURE, LOCATION E LS 60,000.0000 60,000.00 0.000 0.00 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 0.300 7,920.00 76 ROADWAY EXCAVATION M3 60.5000 2,804,175.00 5,575.000 337,287.50 20,243.240 1,224,716.02 PROGRAM CAS145 PAGE 4 DATE 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 572,500.00 217.350 21,735.00 1,799.190 179,919.00 F) 79 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 1,564,050.00 1,902.000 285,300.00 8,893.500 1,334,025.00 F) 80 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 581,400.00 791.120 118,668.00 791.120 118,668.00 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 1,389,420.00 750.000 67,500.00 750.000 67,500.00 F) 84 SAND BACKFILL M3 125.0000 20,000.00 54.820 6,852.50 85 DITCH EXCAVATION M3 125.0000 241,250.00 0.000 0.00 86 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 882,000.00 132.300 132,300.00 794.300 794,300.00 F) 87 EARTH RETAINING STRUCTURE, LOCATION B M2 1,150.0000 2,012,500.00 612.500 704,375.00 1,312.500 1,509,375.00 F) 88 EARTH RETAINING STRUCTURE, LOCATION C M2 1,100.0000 1,485,000.00 121.500 133,650.00 931.500 1,024,650.00 F) 89 EARTH RETAINING STRUCTURE, LOCATION D M2 800.0000 432,000.00 49.000 39,200.00 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 0.000 0.00 F) 92 STRAW (EROSION CONTROL) TONN 575.0000 11,500.00 0.000 0.00 S) 93 FIBER (EROSION CONTROL) KG 1.5000 4,815.00 0.000 0.00 S) 94 FIBER ROLLS M 13.2000 150,480.00 891.360 11,765.95 S) 95 COMPOST (EROSION CONTROL) M3 360.0000 14,040.00 0.000 0.00 S) 96 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 86,400.00 0.000 0.00 S) 97 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 6,900.00 0.000 0.00 S) 98 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 4,200.00 0.000 0.00 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 0.000 0.00 03 WATER METER - 50MM EA 100,000.0000 600,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,525.00 122.000 39,650.00 S) POLYETHYLENE PIPE CONDUIT 06 FINISHING ROADWAY LS 120,000.0000 120,000.00 0.000 0.00 07 CLASS 4 AGGREGATE SUBBASE M3 28.0000 604,800.00 713.000 19,964.00 1,270.300 35,568.40 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 0.000 0.00 11 ASPHALT TREATED PERMEABLE BASE M3 285.0000 330,600.00 0.000 0.00 12 ASPHALT CONCRETE TONN 78.5000 4,945,500.00 1,927.910 151,340.94 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 0.000 0.00 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 0.000 0.00 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 1,920.000 288,000.00 1,920.000 288,000.00 (ALTERNATIVE "X" MODIFIED) 30 DRIVE PILE (CLASS 900) EA 1,400.0000 592,200.00 86.000 120,400.00 86.000 120,400.00 S) (ALTERNATIVE "X" MODIFIED) PROGRAM CAS145 PAGE 6 DATE 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 433,900.00 806.960 80,696.00 2,898.030 289,803.00 (ALTERNATIVE "X") 34 DRIVE PILE (CLASS 900) (ALTERNATIVE "X") EA 1,400.0000 298,200.00 32.000 44,800.00 144.000 201,600.00 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 3,342.630 260,725.14 11,089.600 864,988.80 (ALTERNATIVE "X") 38 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 1,000.0000 534,000.00 161.000 161,000.00 534.000 534,000.00 S) 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 290.0000 754,000.00 0.000 0.00 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 68.000 95,200.00 68.000 95,200.00 S) 406 X 12.7 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.000 0.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,030,000.00 130.460 65,230.00 437.270 218,635.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 6,645,100.00 225.850 248,435.00 409.560 450,516.00 F) 45 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 3,573,500.00 497.190 348,033.00 1,054.210 737,947.00 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 0.000 0.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 1,550.0000 542,500.00 19.840 30,752.00 50 STONE BLOCK TEXTURE M2 400.0000 20,000.00 0.000 0.00 F) 51 CRUCIFORM SHAPED PANEL SURFACE TEXTURE M2 150.0000 120,600.00 403.000 60,450.00 403.000 60,450.00 F) 52 FRACTURED RIB TEXTURE, TYPE A M2 60.0000 142,560.00 228.000 13,680.00 228.000 13,680.00 F) 53 FRACTURED RIB TEXTURE, TYPE B M2 60.0000 53,940.00 59.310 3,558.60 59.310 3,558.60 F) 54 DRILL AND BOND DOWEL M 100.0000 106,400.00 171.350 17,135.00 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 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 SF) 70 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,296,350.00 11,126.830 23,366.34 113,447.560 238,239.88 SF) 71 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5500 857,424.75 25,232.250 64,342.24 91,222.970 232,618.57 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 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 1524 MM CAST-IN-DRILLED-HOLE M 5,400.0000 453,600.00 0.000 0.00 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 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 91 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 1,435,000.00 55.400 19,390.00 1,091.080 381,878.00 92 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 120,000.00 1.600 960.00 93 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 12,600.00 0.000 0.00 94 450 MM REINFORCED CONCRETE PIPE M 310.0000 22,940.00 8.800 2,728.00 95 600 MM REINFORCED CONCRETE PIPE M 470.0000 131,600.00 225.180 105,834.60 96 900 MM REINFORCED CONCRETE PIPE M 1,000.0000 110,000.00 0.000 0.00 97 300 MM SLOTTED CORRUGATED STEEL PIPE M 350.0000 105,000.00 0.000 0.00 (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 180,600.00 160.000 22,400.00 560.000 78,400.00 PIPE UNDERDRAIN 00 80 MM PLASTIC PIPE (EDGE DRAIN) M 85.0000 137,700.00 0.000 0.00 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 75,870.00 843.000 75,870.00 03 300 MM CORRUGATED STEEL PIPE RISER M 300.0000 4,800.00 18.400 5,520.00 18.400 5,520.00 (1.63 MM THICK) 04 WELDED STEEL PIPE CASING (BRIDGE) M 300.0000 15,600.00 0.000 0.00 SF) 05 300 MM ALTERNATIVE FLARED END SECTION EA 300.0000 600.00 0.000 0.00 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 0.000 0.00 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 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 140,250.00 123.500 101,887.50 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 55.230 15,188.25 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 350.0000 10,500.00 0.000 0.00 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 0.000 0.00 18 MINOR CONCRETE (MISCELLANEOUS M3 840.0000 529,200.00 9.800 8,232.00 CONSTRUCTION) 19 MINOR CONCRETE (GUTTER) M 115.0000 108,100.00 0.000 0.00 F) 20 MISCELLANEOUS IRON AND STEEL KG 5.0000 130,695.00 1,309.000 6,545.00 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 0.000 0.00 SF) 24 CHAIN LINK FENCE (TYPE CL-1.2) M 80.0000 36,160.00 0.000 0.00 SF) 25 CHAIN LINK FENCE (TYPE CL-1.8) M 135.0000 7,830.00 357.000 48,195.00 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 0.000 0.00 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 0.000 0.00 SF) PROGRAM CAS145 PAGE 10 DATE 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 41 CONCRETE BARRIER (TYPE 60) M 250.0000 387,250.00 0.000 0.00 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 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE 60D) M 170.0000 52,870.00 0.000 0.00 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 0.000 0.00 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 1,372.210 5,900.50 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,920.00 963.000 3,852.00 S) (BROKEN 3.66 M - 0.92 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 48,800.00 7,192.000 14,384.00 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 18,559.000 14,847.20 S) 59 PAINT PAVEMENT MARKING (2-COAT) M2 56.0000 672.00 33.500 1,876.00 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 1,800.000 10,080.00 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 0.250 25,000.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 15,000.00 S) 68 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.100 10,000.00 S) 69 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 140,000.0000 140,000.00 0.000 0.00 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 0.000 0.00 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 0.150 22,500.00 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 0.100 10,000.00 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 06/15/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:49 AM ESTIMATE NO. 10 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 06/20/07 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 06/15/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,402,244.06 18,010,365.04 ADJUSTMENT OF COMPENSATION 0.00 23,668.83 EXTRA WORK 63,658.57 368,029.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,465,902.63 18,402,063.37 92 MOBILIZATION LS 8540,000.0000 8,540,000.00 0.200 1,708,000.00 0.950 8,113,000.00 ORIGINAL CONTRACT AMOUNT 90,911,557.55 TOTAL WORK COMPLETED 6,173,902.63 26,515,063.37 MATERIALS ON HAND ON SITE 2,049,670.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -78,400.00 TOTAL 6,173,902.63 28,486,333.66 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 09/05/06 706 09/20/06 09/20/06 09/02/09 158 30 0 0 29% 22% PROGRESS IS SATISFACTORY PATEL BHARAT RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/15/07