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 02/21/07 EST. NO.10 TIME 09:08 AM R.E. NAME: JOLIE SCHNEIDER 04-228554 --------------------------------------------------------------------------- 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 0024 280.87 E.W. @ F.A.(+) 121106 N 215 0 0025 270.77 121206 N 216 0 002 0028 632.12 E.W. @ F.A.(+) 072706 N 65 0 0029 703.48 072606 N 66 0 0030 285.45 072506 N 67 0 0031 285.45 072406 N 68 0 0052 706.21 110206 N 176 0 0055 738.62 110606 N 179 0 0061 487.24 011207 N 241 0 0062 2,515.50 011707 N 242 0 0064 630.69 012407 N 244 0 004 0005 1,959.86 E.W. @ F.A.(+) 012607 N 246 0 012 0017 1,924.51 E.W. @ F.A.(+) 120506 N 017 0 0020 1,482.55 011507 N 020 0 0021 1,367.19 011607 N 021 0 0022 3,369.26 012607 N 022 0 013 0051 259.97 E.W. @ F.A.(+) 012307 N 251 0 0052 403.75 020107 N 252 0 018 0011 5,103.90 E.W. @ F.A.(+) 011607 N #1 0 0012 243.11 013007 N 253 0 020 0007 1,363.17 E.W. @ F.A.(+) 012907 N 260 0 0008 681.60 013007 N 261 0 0009 1,492.80 013107 N 262 0 0010 314.07 020107 N 263 0 021 0004 689.22 E.W. @ F.A.(+) 100506 N FWS010 022 0003 4,983.00 E.W. @ F.A.(+) 120606 N 235 0 0004 529.23 012607 N 256 0 024 0021 80.31 E.W. @ F.A.(+) 120506 N 226 0 0022 80.31 120506 N 227 0 0023 553.99 120706 N 228 0 0024 300.96 122106 N 257 0 34,719.16 TOTAL THIS ESTIMATE 254,434.75 TOTAL PREVIOUS ESTIMATE 289,153.91 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 02/21/07 EST. NO.10 TIME 09:08 AM R.E. NAME: JOLIE SCHNEIDER 04-228554 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 LOCATION PROGRESS ESTIMATE 04-CC-680-2.9/4.3 ----------------- 04-CC-680-6.7/7.6 NEHEMIAH CONSTRUCTION IN CONTRA COSTA COUNTY IN SAN RAMON 4790 EAST 2ND STREET AND DANVILLE AT VARIOUS LOCATIONS BENICIA. CA 94510 FED. AID NO. STPL-6204(56)E CONSTRUCT AUXILIARY 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 12,500.0000 12,500.00 0.500 6,250.00 02 TIME-RELATED OVERHEAD LS 616,250.0000 616,250.00 1.000 616,250.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 660.00 0.000 0.00 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 18,200.00 600.000 12,000.00 05 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 06 PREPARE STORM WATER POLLUTION LS 5,250.0000 5,250.00 1.000 5,250.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.050 500.00 0.950 9,500.00 08 DEWATERING LS 2,000.0000 2,000.00 0.000 0.00 09 TEMPORARY EROSION CONTROL M2 2.0000 6,280.00 0.000 0.00 10 TEMPORARY SILT FENCE M 20.0000 33,400.00 1,670.000 33,400.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 10,000.00 2.000 10,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 1.000 3,000.00 13 TEMPORARY COVER M2 10.0000 6,000.00 570.000 5,700.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 4,000.00 8.000 4,000.00 15 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.050 1,250.00 0.900 22,500.00 S) 16 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.030 2,100.00 0.950 66,500.00 S) 17 TYPE III BARRICADE EA 200.0000 1,000.00 3.000 600.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 1,300.00 31.060 1,553.00 S) 19 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 27,440.00 4,112.000 16,448.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 4,206.00 6,708.000 4,024.80 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 7,125.00 95.000 7,125.00 S) 22 FLASHING BEACON (PORTABLE) EA 1,000.0000 15,000.00 9.000 9,000.00 S) PROGRAM CAS145 PAGE 2 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 2.0000 9,480.00 4,482.000 8,964.00 S) 24 TEMPORARY TERMINAL SECTION (TYPE K) EA 500.0000 2,000.00 4.000 2,000.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 35,000.00 6.000 30,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 30.0000 225,000.00 7,312.200 219,366.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 300.0000 66,000.00 212.000 63,600.00 S) 28 REMOVE CHAIN LINK FENCE M 20.0000 12,000.00 702.000 14,040.00 29 REMOVE METAL BEAM GUARD RAILING M 40.0000 29,600.00 676.000 27,040.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 12,060.00 5,501.000 16,503.00 STRIPE 31 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 190.00 807.000 1,614.00 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,500.00 9,344.000 18,688.00 33 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 10.0000 220.00 33.500 335.00 34 REMOVE PAVEMENT MARKER EA 5.0000 22,200.00 4,705.000 23,525.00 35 REMOVE ROADSIDE SIGN (WOOD POST) EA 250.0000 1,500.00 3.000 750.00 6.000 1,500.00 36 REMOVE SIGN STRUCTURE EA 6,250.0000 37,500.00 5.000 31,250.00 37 REMOVE ASPHALT CONCRETE DIKE M 100.0000 2,200.00 22.000 2,200.00 38 REMOVE CULVERT M 75.0000 9,825.00 157.300 11,797.50 39 REMOVE INLET EA 300.0000 5,100.00 14.000 4,200.00 40 REMOVE DOWNDRAIN M 100.0000 5,100.00 50.700 5,070.00 41 REMOVE EXISTING SOUND WALL M 80.0000 60,000.00 747.000 59,760.00 42 REMOVE STEEL CRIB WALL (PORTION) M3 500.0000 9,000.00 18.000 9,000.00 43 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 3,000.00 3.000 1,500.00 3.000 1,500.00 44 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 4,000.00 2.000 2,000.00 2.000 2,000.00 45 RELOCATE ROADSIDE SIGN EA 700.0000 4,900.00 1.000 700.00 1.000 700.00 (STRAP AND SADDLE BRACKET METHOD) 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 30.0000 4,800.00 115.500 3,465.00 S) 47 REMOVE CONCRETE M3 400.0000 59,200.00 268.520 107,408.00 48 REMOVE CONCRETE BARRIER M 85.0000 63,750.00 747.000 63,495.00 49 REMOVE UNSOUND CONCRETE M3 5,000.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEAN BRIDGE DECK M2 4.0000 17,140.00 0.000 0.00 51 REMOVE CRASH CUSHION EA 500.0000 1,000.00 2.000 1,000.00 52 BRIDGE REMOVAL (PORTION) LS 50,000.0000 50,000.00 0.950 47,500.00 53 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.040 6,000.00 0.990 148,500.00 54 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 55 ROADWAY EXCAVATION M3 25.0000 330,000.00 1,284.000 32,100.00 13,822.750 345,568.75 56 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 57 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 231,000.00 770.000 231,000.00 F) 58 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 68,000.00 174.510 69,804.00 F) 59 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 89,190.00 2,642.000 79,260.00 F) 60 STRUCTURE EXCAVATION (SOUND WALL) M3 30.0000 57,120.00 1,904.000 57,120.00 F) 61 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 18,300.00 610.000 18,300.00 F) 62 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 24,360.00 293.000 8,790.00 F) 63 STRUCTURE BACKFILL (SOUND WALL) M3 30.0000 51,000.00 1,700.000 51,000.00 F) 64 LIGHTWEIGHT STRUCTURAL BACKFILL M3 150.0000 174,750.00 1,165.000 174,750.00 F) (RETAINING WALL) 65 DITCH EXCAVATION M3 40.0000 10,400.00 -260.000 -10,400.00 0.000 0.00 66 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 17,400.00 119.000 3,570.00 580.000 17,400.00 67 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.900 9,000.00 S) 68 EROSION CONTROL BARK MULCH M3 30.0000 14,700.00 0.000 0.00 S) 69 EROSION CONTROL (NETTING) M2 10.0000 44,600.00 2,800.000 28,000.00 2,800.000 28,000.00 S) 70 STRAW (EROSION CONTROL) TONN 600.0000 3,540.00 3.500 2,100.00 5.000 3,000.00 S) 71 FIBER (EROSION CONTROL) KG 2.0000 1,880.00 560.000 1,120.00 760.000 1,520.00 S) 72 FIBER ROLLS M 10.0000 40,900.00 1,500.000 15,000.00 3,075.000 30,750.00 S) 73 COMPOST (EROSION CONTROL) M3 2.0000 5,500.00 4.560 9.12 6.520 13.04 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 3,075.00 24.500 1,837.50 34.500 2,587.50 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 1,260.00 122.500 735.00 167.500 1,005.00 S) 76 MAINTAIN EXISTING PLANTS LS 35,000.0000 35,000.00 0.900 31,500.00 S) PROGRAM CAS145 PAGE 4 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.900 31,500.00 S) 78 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 0.950 52,250.00 S) 79 WATER METER EA 25,000.0000 25,000.00 1.000 25,000.00 1.000 25,000.00 S) 80 EXTEND 200 MM CONDUIT M 400.0000 13,200.00 23.200 9,280.00 S) 81 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.200 2,000.00 82 LIME TONN 170.0000 98,600.00 291.930 49,628.10 83 LIME STABILIZATION M2 2.0000 35,020.00 14,699.000 29,398.00 84 CLASS 4 AGGREGATE SUBBASE (BRIDGE) M3 100.0000 8,000.00 0.000 0.00 85 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 10,200.00 0.000 0.00 86 CLASS 3 AGGREGATE BASE M3 50.0000 154,500.00 3,169.000 158,450.00 87 CLASS 3 AGGREGATE BASE (RETAINING WALL) M3 400.0000 16,400.00 41.000 16,400.00 88 LEAN CONCRETE BASE M3 250.0000 657,500.00 2,491.850 622,962.50 89 ASPHALTIC EMULSION (CURING SEAL) TONN 500.0000 8,000.00 18.740 9,370.00 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,200.0000 10,340.00 4.000 8,800.00 91 ASPHALT CONCRETE (TYPE A) TONN 85.0000 530,400.00 608.780 51,746.30 5,071.040 431,038.40 92 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 120.0000 79,200.00 709.000 85,080.00 AREA) 93 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 3,600.00 16.000 192.00 250.370 3,004.44 94 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 12.0000 15,000.00 20.000 240.00 958.000 11,496.00 95 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 1,560.00 76.260 915.12 96 CONCRETE PAVEMENT M3 320.0000 1,625,600.00 4,817.590 1,541,628.80 97 SEAL PAVEMENT JOINT M 10.0000 66,500.00 3,884.050 38,840.50 6,293.620 62,936.20 98 SEAL LONGITUDINAL ISOLATION JOINT M 8.0000 19,520.00 1,419.550 11,356.40 2,282.520 18,260.16 99 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 25,200.00 280.000 25,200.00 S) PILING 00 FURNISH PILING (CLASS 900) M 140.0000 172,200.00 1,230.000 172,200.00 (ALTERNATIVE X) 01 DRIVE PILE (CLASS 900) (ALTERNATIVE X) EA 2,200.0000 123,200.00 56.000 123,200.00 S) 02 FURNISH PILING (CLASS 625) M 110.0000 20,900.00 190.000 20,900.00 (ALTERNATIVE X) 03 DRIVE PILE (CLASS 625) (ALTERNATIVE X) EA 1,100.0000 8,800.00 8.000 8,800.00 S) PROGRAM CAS145 PAGE 5 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 87,200.00 1,090.000 87,200.00 S) PILING (SOUND WALL) 05 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 92,500.00 185.000 92,500.00 F) 06 STRUCTURAL CONCRETE, BRIDGE M3 810.0000 844,830.00 1,000.000 810,000.00 F) 07 STRUCTURAL CONCRETE, RETAINING WALL M3 520.0000 896,844.00 1,404.350 730,262.00 F) 08 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 33,000.00 11.180 11,180.00 30.000 30,000.00 F) (TYPE N) 09 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 153,000.00 142.590 142,590.00 (TYPE R) (MODIFIED) 10 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 35,300.00 30.590 30,590.00 F) 11 MINOR CONCRETE (BACKFILL) M3 300.0000 13,800.00 46.000 13,800.00 S) 12 PAVING NOTCH EXTENSION M3 2,000.0000 12,000.00 5.160 10,320.00 13 CONCRETE SURFACE TEXTURE M2 40.0000 20,880.00 428.000 17,120.00 SF) 14 FRACTURED RIB WITH OAK LEAF TEXTURE M2 40.0000 24,320.00 608.000 24,320.00 F) 15 ROUND STONE TEXTURE M2 40.0000 15,960.00 399.000 15,960.00 F) 16 DRILL AND BOND DOWEL M 70.0000 39,480.00 564.000 39,480.00 17 EPOXY ADHESIVE (BOND COAT) L 5,000.0000 3,500.00 0.000 0.00 18 CLEAN EXPANSION JOINT M 70.0000 16,940.00 0.000 0.00 19 PORTLAND CEMENT CONCRETE (PATCH) M3 10,000.0000 1,000.00 0.000 0.00 20 REPAIR SPALLED SURFACE AREA M2 10,000.0000 5,000.00 0.000 0.00 21 CORE CONCRETE (301 MM - 350 MM) M 2,000.0000 800.00 0.000 0.00 S) 22 SOUND WALL (MASONRY BLOCK) M2 270.0000 942,705.00 615.000 166,050.00 3,125.500 843,885.00 SF) 23 JOINT SEAL (TYPE A) M 120.0000 10,800.00 0.000 0.00 S) 24 JOINT SEAL (TYPE AL) M 80.0000 480.00 0.000 0.00 S) 25 JOINT SEAL (MR 50 MM) M 270.0000 51,300.00 0.000 0.00 S) 26 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 410,080.00 186,400.000 410,080.00 SF) 27 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6000 244,976.42 87,359.700 227,135.22 SF) 28 TREAT BRIDGE DECK M2 3.2000 13,712.00 0.000 0.00 F) 29 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 34,280.00 0.000 0.00 (LOW ODOR) 30 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 11,400.00 0.000 0.00 F) WITH WALKWAY) PROGRAM CAS145 PAGE 6 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 2,280.00 0.000 0.00 SF)WITH WALKWAY) 32 FURNISH SIGN STRUCTURE (TRUSS) KG 8.7000 389,194.50 0.000 0.00 F) 33 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2000 8,947.00 0.000 0.00 SF) 34 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 72,000.00 24.000 72,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 35 METAL (RAIL MOUNTED SIGN) KG 8.0000 2,000.00 0.000 0.00 36 ROADSIDE SIGN - ONE POST EA 400.0000 1,600.00 3.000 1,200.00 3.000 1,200.00 37 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 0.000 0.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 METHOD) 39 INSTALL SIGN OVERLAY M2 1,000.0000 3,100.00 0.000 0.00 40 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 18,400.00 0.000 0.00 41 INSTALL ROADSIDE SIGN PANEL ON EA 500.0000 2,500.00 5.000 2,500.00 5.000 2,500.00 EXISTING POST 42 ANTI-GRAFFITI PROTECTIVE COATING M2 35.0000 142,100.00 4,060.000 142,100.00 4,060.000 142,100.00 43 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 19,800.00 108.900 19,602.00 44 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 180.0000 61,200.00 392.300 70,614.00 45 450 MM REINFORCED CONCRETE PIPE M 200.0000 4,800.00 12.200 2,440.00 46 300 MM CORRUGATED STEEL PIPE M 400.0000 21,200.00 32.300 12,920.00 (2.77 MM THICK) 47 450 MM CORRUGATED STEEL PIPE M 500.0000 6,500.00 12.600 6,300.00 (2.77 MM THICK) 48 450 MM BITUMINOUS COATED CORRUGATED M 600.0000 5,400.00 8.500 5,100.00 STEEL PIPE (2.77 MM THICK) 49 300 MM ANCHOR ASSEMBLY EA 500.0000 1,500.00 3.000 1,500.00 50 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 8,000.00 0.600 600.00 (2.77 MM THICK) 51 300 MM CORRUGATED STEEL PIPE RISER M 1,000.0000 4,000.00 4.000 4,000.00 (2.77 MM THICK) 52 450 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 53 ROCK SLOPE PROTECTION (1T, METHOD B) M3 2,000.0000 6,000.00 3.000 6,000.00 54 SLOPE PAVING (CONCRETE) M3 650.0000 79,300.00 163.960 106,574.00 55 ROCK SLOPE PROTECTION FABRIC M2 2,000.0000 8,000.00 3.700 7,400.00 56 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 51,000.00 2.850 2,850.00 42.160 42,160.00 CONSTRUCTION) 57 MINOR CONCRETE (GUTTER) M 127.0000 37,338.00 109.030 13,846.81 F) PROGRAM CAS145 PAGE 7 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MISCELLANEOUS IRON AND STEEL KG 8.0000 30,960.00 3,010.000 24,080.00 SF) 59 MISCELLANEOUS METAL KG 8.0000 15,680.00 1,960.000 15,680.00 SF)(RESTRAINER - CABLE TYPE) 60 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 13,140.00 657.000 13,140.00 SF) 61 CHAIN LINK FENCE (TYPE CL-1.8, M 55.0000 33,000.00 600.000 33,000.00 S) VINYL-CLAD) 62 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 S) 63 DELINEATOR (CLASS 1) EA 35.0000 2,695.00 60.000 2,100.00 60.000 2,100.00 64 OBJECT MARKER (TYPE K-1) EA 500.0000 500.00 0.000 0.00 65 OBJECT MARKER (TYPE L-1) EA 50.0000 500.00 8.000 400.00 8.000 400.00 66 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 41,400.00 340.800 30,672.00 S) 67 TRANSITION RAILING (TYPE WB) EA 3,000.0000 18,000.00 4.000 12,000.00 S) 68 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 160.0000 16,000.00 70.000 11,200.00 SF) 69 CHAIN LINK RAILING (RETAINING WALL) M 160.0000 29,280.00 0.000 0.00 SF)VINYL CLAD 70 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 2.000 2,000.00 S) 71 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0.00 S) 72 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 15,000.00 4.000 10,000.00 S) 73 CRASH CUSHION, SAND FILLED EA 5,000.0000 10,000.00 0.000 0.00 S) 74 CONCRETE BARRIER (TYPE 60) M 400.0000 60,000.00 158.000 63,200.00 F) 75 CONCRETE BARRIER (TYPE 60C) M 400.0000 21,200.00 53.000 21,200.00 F) 76 CONCRETE BARRIER (TYPE 60D) M 400.0000 119,200.00 115.000 46,000.00 F) 77 CONCRETE BARRIER (TYPE 732 MODIFIED) M 300.0000 202,920.00 674.400 202,320.00 F) 78 CONCRETE BARRIER (TYPE 732SV) M 300.0000 96,000.00 317.000 95,100.00 F) 79 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,460.00 0.000 0.00 S) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,800.00 0.000 0.00 S) 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,260.00 0.000 0.00 S) 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,100.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 435.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,820.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 8 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 13,080.00 0.000 0.00 S) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,440.00 0.000 0.00 S) 87 LIGHTING, (SEGMENT 1) STAGE 2 LS 20,000.0000 20,000.00 0.100 2,000.00 0.901 18,020.00 S) (TEMPORARY) 88 LIGHTING, (SEGMENT 3) STAGE 1 LS 20,000.0000 20,000.00 0.999 19,980.00 S) (TEMPORARY) 89 LIGHTING, (SEGMENT 3) STAGE 2 LS 10,000.0000 10,000.00 0.800 8,000.00 S) (TEMPORARY) 90 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.200 30,000.00 0.650 97,500.00 S) (SEGMENT 1) 91 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.117 17,550.00 0.699 104,850.00 S) (SEGMENT 3) 92 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.050 1,000.00 0.349 6,980.00 S) 93 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.100 5,000.00 0.300 15,000.00 S) 94 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 12,000.0000 12,000.00 0.151 1,812.00 0.400 4,800.00 S) 95 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 20,000.0000 20,000.00 0.050 1,000.00 0.249 4,980.00 S) 96 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 60,000.0000 60,000.00 0.200 12,000.00 0.270 16,200.00 S) 97 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 60,000.0000 60,000.00 0.250 15,000.00 0.870 52,200.00 S) 98 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 70,000.0000 70,000.00 0.150 10,500.00 0.466 32,620.00 S) 99 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 15,000.0000 15,000.00 0.551 8,265.00 0.599 8,985.00 S) 00 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 40,000.0000 40,000.00 0.359 14,360.00 S) PROGRAM CAS145 PAGE 9 DATE 02/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 09:08 AM ESTIMATE NO. 10 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: JOLIE SCHNEIDER DATE OF THIS ESTIMATE 02/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 650,753.82 11,485,853.34 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 34,719.16 289,153.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 685,472.98 11,775,007.25 01 MOBILIZATION LS 1400,000.0000 1,400,000.00 1.000 1,400,000.00 ORIGINAL CONTRACT AMOUNT 14,726,107.92 TOTAL WORK COMPLETED 685,472.98 13,175,007.25 MATERIALS ON HAND ON SITE 534,493.78 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 685,472.98 13,709,501.03 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 04/12/06 140 11/17/06 05/01/06 05/01/07 176 19 61 3 85% 86% PROGRESS IS SATISFACTORY JOLIE SCHNEIDER RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/07