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51 2531.503 CONCRETE MEDIAN SY 260.00 $20.70 0.00
<br />52 2531.602 PEDESTRIAN CURB RAMP EACH 5.00 $300.00 1.00
<br />53 2531,602 CONCRETE MEDIAN NOSE DESIGN 7113A EACH 2.00 $175.00 0.00
<br />54 2545.511 UGHTING UNIT T~'PE SPECIAL EACH 10.00 $2,973.00 0.00
<br />55 2545.515 LIGHT BASE DESIGN SPBC[AL BACH 10.00 $527.00 0.00
<br />56 2545.531 UNDERGROUND WIRE, 1/C NO. 6 A.W.G. LF 9,631.00 $0.45 0.00
<br />57 2545.541 SERVICE PANEL EACH 1.00 $4,190.00 0.00
<br />58 2545.545 EQUIPMENT PAD EACH 1.00 $732.00 0.00
<br />59 2545.603 1" SCHEDULE 40 PVC CONDUIT LF 3,277.00 $2.90 0.00
<br />60 2563.601 TRAFFIC CONTROL LS 1.00 $8,000.00 0.50
<br />61 2564.602 FURNISH AND INSTALL SIGN PANELS, TYPE C SF 49.25 $22.00 0.00
<br />62 2564.602 PAVEMENT MESSAGE (LEFT-THRU ARROW) EPOXY EACH 1.00 $250.00 0.00
<br />63 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) EPOXY EACH 1.00 $125,00 0.00
<br />64 2564.603 24" SOLID LINE YELLOW-EPOXY LF 22.00 $6.00 0.00
<br />65 2564.603 4" BROKEN LINE WHITE-EPOXY LF 3,120.00 $0.10 0.0O
<br />66 2564.603 4" DOUBLE SOLID LINE YELLOW-EPOXY L F 1,550.00 $0.72 0.00
<br />67 2564.603 4" SOLID LINE WHITE-EPOXY LF 360,00 $0.34 0.0O
<br />68 2564.604 CROSSWALK MARKING-EPOXY SF 290.00 $3.84 0.O0
<br />69 2573.502 SILT FENCE, TYPE HEAVY DUTY L F 1,425.00 $1.90 0.00
<br />70 2575.501 SEEDING ACRE 2.84 $200.00 0.53
<br />71 2575.502 SEED MIXTURE 25A MOD. LB 64.00 $30.00 0.00
<br />
<br />72 2575.502 SEED MIXTURE 50A MOD. LB 36.00 $4.00 0.00
<br />73 2575.505 SODDING TYPE LAWN S Y 3,268.00 $2.10 3,074.00
<br />74 2575.511 MULCH MATERIAL TYPE 1 TON 6.00 $1000 0.00
<br />75 2575.519 DISK ANCHORING ACRE 2.84 $50.00 0.00
<br />76 2575,532 COMMERCIAL FERTILIZER ANALYSIS 22-5-10 LB 392.00 $0.35 0.00
<br />77 SPEC GRADATION TEST, CLASS 5 EACH 4.00 $65.00 0.00
<br />
<br />78 SPEC PROCTOR TEST, CLASS 5 EACH 1.00 $85.00 0.00
<br />79 SPEC PROCTOR TEST EACH 1.00 $85.00 0.00
<br />80 SPEC DENSITY TEST, INPLACE EACH 40.00 $40.00 0.00
<br />81 SPEC CONCRETE TESTING EACH 7.00 $135.00 0.00
<br />
<br />82 SPEC BITUMINOUS CORE DENSITY EACH 6.00 $110.00 0.0O
<br />
<br /> $0.00
<br /> $300.00
<br /> $0.00
<br /> $0.00
<br /> $0.00
<br /> $0.00
<br /> $0.00
<br /> $0.00
<br /> $0.00
<br />
<br />$4,000.00
<br /> ~0.00
<br /> ;0.00
<br /> $0.0O
<br /> ;0.00
<br /> ;0.00
<br /> ~0.00
<br /> ;0.00
<br /> ~0.00
<br />
<br />$106.00
<br />$0.o0
<br />$0.00
<br />$6,455.40
<br />;0.00
<br />;0.00
<br />;0.00
<br />;o.o0
<br />;0.0O
<br />;0.00
<br />i0.00
<br />;0.00
<br />
<br />0.00 $0.00
<br />6.00 $1,800.00
<br />2.00 $350.00
<br />10.00 $29,730.00
<br />10.00 $5,270.00
<br />0.00 $0.00
<br />1.00 $4,190.00
<br />1.00 $732.00
<br />3,277.00 $9,503.30
<br />1.00 $8,000.00
<br />70.00 $1,540.00
<br />0.00 $0.00
<br />0.00 $0.0O
<br />0.00 $0.0O
<br />0.00 $0.00
<br />0.0O $0.00
<br />0.00 $o.o0
<br />0.00 $0.00
<br />980.00 $1,862.00
<br />5.61 $1,122.00
<br />65.00 $1,950.00
<br />0.00 $0.00
<br />3,074.00 $6,455.40
<br />4.24 $42.40
<br />2.12 $106.00
<br />260.00 $91.0O
<br />O.00 $0.00
<br />0.00 $0.00
<br />2.00 $170.00
<br />33.00 $1,320.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />
<br />SCHEDULE 1,0 - BUSINESS CENTER DRIVE - TOTAL
<br />
<br />$62,087.64
<br />
<br />$634,646.87
<br />
<br /> SCHEDULE 2.0 - WACO STREET
<br />I 2104,513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) L F 196.00 $4.00
<br />2 2105.501 COMMON EXCAVATION (P) C Y 17,499.15 $1.10
<br />3 2105.505 REMOVE BITUMINOUS PAVEMENT SY 1,627.00 $1.00
<br />4 2211.501 AGGREGATE BASE CLASS 5 TON 6,640.00 $5.88
<br />5 2211.501 AGGREGATE BASE CLASS 5 (TRAIL) TON 160.00 $8.95
<br />6 2232.501 MiLL BITUMINOUS SURFACE (1.5") S Y 88.00 $10.00
<br />7 2350.609 TYPE MV3 NON WEARING COURSE MIXTURE TON 1,386.00 $26.15
<br />8 2350.609 TYPE MV3 WEARING COURSE MIXTURE TON 1,386.00 $29.10
<br />9 2350.609 TYPE MV3 WEARING COURSE MIXTURE (TRAIL) TON 85.00 $36.00
<br />10 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 561.00 $1.0O
<br />11 2501.515 24" RC PiPE APRON EACH 1.00 $371.72
<br />12 2503.511 12" RC PIPE SEWER, DESIGN 3006 CL V L F 274.00 $16.50
<br />13 2503.511 15" RC PIPE SEWER, DESIGN 3006 CL V LF 370.00 $17.86
<br />14 2503.511 18" RC PIPE SEWER, DESIGN 3006 CL Ill LF 200.00 $19.77
<br />
<br />15 2503.511 21" RC PIPE SEWER, DESIGN 3006 CL III LF 230.00 $22.59
<br />16 2503.511 24" RC PIPE SEWER, DESIGN 3006 CL III L F 160.00 $31.04
<br />17 2503.603 10" PVC SEWER PIPE SDR 26 (18-20 FEET DEEP) LF 372.00 $15.20
<br />18 2504.602 1" CORPORATION STOP EACH 1.00 $15.76
<br />19 2504.602 CURB STOP EACH 1.00 $57.75
<br />20 2504.602 8" GATE VALVE EACH 2.00 $736.58
<br />21 2504.602 HYDRANT & VALVE EACH 6.00 $1,944.85
<br />22 2504.602 WATER SERVICE (1") LF 105.00 $7.70
<br />23 2504.603 6" WATER MAIN-DUCT IRON CL 52 L F 160.00 $20.60
<br />24 2504.603 8" WATER MAIN-DUCT IRON CL 52 L F 489.00 $17.00
<br />25 2504.603 12" WATER MAIN-DUCT IRON CL 52 LF 1,022.00 $22.57
<br />26 2504.608 DUCTILE IRON FITTINGS LB 2,840.00 $0.90
<br />27 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48-4020 EACH 5.00 $1,350.00
<br />
<br />0.00 $o.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />o.oo $0.0o
<br />10.00 $100.00
<br />0.00 $0.00
<br />1,386.00 $40,332.60
<br />0.00 $0.00
<br />450.00 $450.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.00 $o.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.00 $0.0O
<br />0.00 $0,00
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.0o $0.0o
<br />0.00 $0.00
<br />0.00 $0.00
<br />0.00 $0.00
<br />
<br />0.00 $0.0o
<br />17,499.15 $19,249,07
<br />1,073.00 $1,073.00
<br />4,231.00 $24,878.28
<br />0.00 $0.00
<br />10.00 $100.00
<br />1,594.88 $41,706.11
<br />1,386.00 $40,332.60
<br />0.00 $0.00
<br />450.00 $450.00
<br />0.00 $0.00
<br />270.00 $4,455.00
<br />396.00 $7,072.56
<br />200.00 $3,954.00
<br />230.00 $5,195.70
<br />126.00 $3,911.04
<br />372.00 $5,654.40
<br />1.00 $15.76
<br />1.00 $57.75
<br />3.00 $2,209.74
<br />6.00 $11,669.10
<br />100.00 $770.00
<br />166.00 $3,419.60
<br />583.00 $9,911.00
<br />1,026.00 $23,156.82
<br />2,245.00 $2,020.50
<br />5.00 $6,750.00
<br />
<br />O:~Proj~807650~0071~Pay Est #7
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