|
ENGINEERS ESTIMATE
<br />PROJECT: 2011 STREET AND UTILITY IMPROVEMENTS
<br />OWNER: CITY OF LITTLE CANADA
<br />ENGINEER: ELFERING AND ASSOCIATES
<br />SPEC:
<br />REF.
<br />TOTAL UNIT TOTAL
<br />CITY- PRICE COST
<br />SCHEDULE 1.0 DIANNA LANE
<br />1 2021.501 MOBILIZATION LS 1.00 330,000.00 530,000.00
<br />2 2104.501 REMOVE SEWER PIPE (STORM) LF 486.00 57.00 53,402.00
<br />3 2104.505 REMOVE CONCRETE PAVEMENT SY 160.00 $5.00 3800.00
<br />4 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,130.00 $2.00 316,260.00
<br />5 2104.509 REMOVE DRAINAGE STRUCTURE EACH 6.00 3300.00 31,800.00
<br />6 2104.523 SALVAGE MAILBOX EACH 25.00 540.00 $1,000.00
<br />7 2105.501 COMMON EXCAVATION (P) CY 6.060.00 510.00 560,600.00
<br />8 2105.522 SELECT GRANULAR BORROW (CV) CY 2,950.00 520.00 559,000.00
<br />9 2105.525 TOPSOIL BORROW CY 300.00 515.00 54,500.00
<br />10 2105.604 GEOTEXTILE FABRIC SY 8,935.00 51.25 511,168.75
<br />11 2211.501 AGGREGATE BASE CLASS 5, ROAO TON 4,900.00 510.00 549,000.00
<br />12 2350.501 TYPE MV4 WEAR COURSE MIXTURE TON 825.00 370.00 357,750.00
<br />13 2350.502 TYPE LV3 NON WEARING COURSE MIXTURE (BASE) TON 825.00 $68.00 356,100.00
<br />14 2502.541 4" PERF PE PIPE GRAIN W /SOCK LF 3,200.00 54.00 512,800.00
<br />15 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 274.00 524.00 56,576.00
<br />16 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 420.00 526.00 510,920.00
<br />17 2503.541 18" RC PIPE SEWER DES 3006, CLIII LF 835.00 528.00 523,380.00
<br />18 2503.541 21" RC PIPE SEWER OES 3006, CLIII LF 295.00 330.00 58,850,00
<br />19 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 1.00 3750.00 3750.00
<br />20 2504.602 ADJUST VALVE 80X EACH 5.00 S200.00 51,000.00
<br />21 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 10.00 51,200.00 512,000.00
<br />22 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020 EACH 10.00 51,600.00 316,000.00
<br />23 2506.502 CONST DRAINAGE STRUCTURE DESIGN 60 -4020 EACH 1.00 52,200.00 52,200.00
<br />24 2506.522 ADJUST FRAME AND RING CASTING EACH 8.00 5300.00 52,400.00
<br />25 2531.501 CONCRETE CURB GUTTER DESIGN B618 LF 3,970.00 310.00 339,700.00
<br />26 2531.507 CONCRETE DRIVEWAY APRON (6" THICK) SY 215.00 $35.00 37,525.00
<br />27 2531.507 CONCRETE DRIVEWAY PAVEMENT (6" THICK) SY 160.00 $35.00 35,600.00
<br />28 2540.602 INSTALL SALVAGED MAILBOX EACH 25.00 350.00 $1,250.00
<br />29 2563.601 TRAFFIC CONTROL LS 1.00 35,000.00 55,000.00
<br />30 2573.502 SILT FENCE, TYPE MACHINE SLICED LF 300.00 $2.00 $600.00
<br />31 2573.52 SEDIMENT REMOVAL BACKHOE HOURS 15.00 3100.00 51,500.00
<br />32 2573.530 INLET PROTECTION (WIMCO) EACH 21.00 3150.00 33,150.00
<br />33 2573.530 INLET PROTECTION (STRUCTURE W/O CASTING) EACH 21.00 3125.00 32,625.00
<br />34 2573.530 INLET SEDIMENT REMOVAL EACH 21.00 $100.00 $2,100.00
<br />35 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1.00 3500,00 $500.00
<br />36 2573.607 ROAOWAY ROCK CHECK DAM CY 50.00 335.00 31,750.00
<br />37 2575.604 SEEDING (TYPE 270) SY 2,200.00 $1.00 32,200.00
<br />38 SPEC RAINWATER GARDEN EACH 4.00 $750.00 33,000.00
<br />Engineers Estimate.121310-Feasibility
<br />SCHEDULE 1.0 DIANNA LANE SUBTOTAL
<br />10% CONTINGENCY
<br />25% ENGINEERING
<br />SCHEDULE 1.0 DIANNA LANE TOTAL
<br />SCHEDULE 2.0 ONTARIO ROAD
<br />1 2021.501 MOBILIZATION LS 1.00 32,000.00 32,000.00
<br />2 2104.505 REMOVE CONCRETE CURB AND GUTTER LF 337.00 34.50 51,516.50
<br />3 2105.525 TOPSOIL BORROW CY 4,00 320.00 580.00
<br />4 2231.604 BITUMINOUS PATCH SPECIAL SY 155.00 325.00 33,875.00
<br />5 2232.501 MILL BITUMINOUS PAVEMENT SY 1555.00 31.00 31,555.00
<br />6 2350.501 TYPE MV4 WEAR COURSE MIXTURE TON 150.00 367,00 310,050.00
<br />24
<br />3524,756.75
<br />5552,475.68
<br />3131,189.19
<br />3708,421.61
<br />
|