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<br />E-3
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<br />NVabasso Causeway Park
<br />Project No. 9623B
<br />Iteniked Bid Schedtde (Exhibit "A" to Agreenient)
<br />Item
<br />I V— f-1—.t;f1- I ";t I '"it pf4pp pvton6nn
<br />I
<br />Mobilization and General Conditions
<br />I
<br />LS
<br />S27,826.20
<br />527,826.20
<br />2
<br />Construction Stakinu
<br />I
<br />LS
<br />$9,209.00
<br />58,208.00
<br />3
<br />Cicarin2 and glubbi g
<br />4.4
<br />Acres
<br />53.780.00
<br />516.632.00
<br />Excavation & demolition
<br />I
<br />LS
<br />57,020.00
<br />57.020.00
<br />-4
<br />5
<br />Sedimentation. siltation and erosion control
<br />I
<br />LS
<br />S13.770.00
<br />513.770.00
<br />6
<br />Select sand fill
<br />783
<br />CY
<br />59.64
<br />56,765.12
<br />7
<br />Filter fabric for rock revetment
<br />27.800
<br />SF
<br />50.27
<br />57,506.00
<br />8
<br />Annor and beddjpj stones, 16" to 18" dia.
<br />3,090
<br />Toms
<br />551.94
<br />5160,185.60
<br />9
<br />Beddine stones. 2" to 6" dia.
<br />580
<br />Tons
<br />548.60
<br />529,188.00
<br />10 Finish gradin and compaction
<br />21,400
<br />SY
<br />51.19
<br />$25,423.20
<br />11
<br />Turf Block" pavers, including 1.5" thick ;.and
<br />base; joints and voids Med with sand.
<br />4,425
<br />SF
<br />53.37
<br />1
<br />514,910.48
<br />12
<br />Concrete sidewaM, 6" thick
<br />732
<br />SY
<br />S26.84
<br />519,645.42
<br />13
<br />Concrelc wheel stops, precast, 61ona
<br />121
<br />Each
<br />$24.81
<br />$3,001.72
<br />14
<br />Handicapped parking signs and pressure irealed
<br />himber parking space delineation
<br />8
<br />Each
<br />5259.20
<br />52.07160
<br />15
<br />Wastewater pumping station. include RTL:
<br />terminals in control panel for future R1 -U to be
<br />instaUed by Others.
<br />I
<br />Each
<br />543,507.80
<br />543,507.80
<br />16 Sanitary sewer main. 6" Dia. DIP
<br />80
<br />LF
<br />544,28
<br />53,542.40
<br />17
<br />Force main. 3" dia. HDPE.SDR- 11
<br />80
<br />LF
<br />513.50
<br />S1,080.00
<br />1$_
<br />Sanitary sewer clean-out
<br />I
<br />Each
<br />5243.00
<br />$243.00
<br />19
<br />Connection to existing sewer force main
<br />I
<br />Each
<br />51,890.00
<br />$1,890.00
<br />20
<br />Directional Bore 3" dia. for sewer, no casing,
<br />60
<br />I -F
<br />530.24
<br />$1,814.40
<br />21
<br />Connection to existing water main
<br />I
<br />Each
<br />$928.80
<br />5928,80
<br />22
<br />Directional Bore 2" dia. for water, no casing
<br />60
<br />LF
<br />523.76,
<br />$1,425.60
<br />23 Water sei-,i c c main. 2"" dia. I IDPE. S D R- I 1
<br />180
<br />LF
<br />54.32
<br />5777.60
<br />24
<br />lBack-flow Prevenger, 2" dia.
<br />I
<br />Each
<br />$918.0
<br />S918.00
<br />25 Water service line. 3 4" dia. polvethylenc
<br />22
<br />I -F
<br />S3.24
<br />571.28
<br />26 Maintenance of Traffic
<br />I
<br />LS
<br />$5,400-00
<br />$5,400.00
<br />17
<br />28
<br />jLmpraryconstruc:bon sign
<br />f1toject sign
<br />2-06.60
<br />4
<br />F j_clj
<br />Each
<br />____
<br />$432.00
<br />— S853,20
<br />51,728.00
<br />29
<br />lcvalcd restroom building
<br />I
<br />I -S
<br />5110 077.27
<br />5110,077.27
<br />30 electrical service connection and riser for
<br />restroom building
<br />I
<br />LS
<br />S1,080,00
<br />51,080.01)
<br />31
<br />Elcvatcd wooden wilkwav and entrance deck
<br />I
<br />LS
<br />$49,788,00
<br />$42,788.00
<br />12 She"t:r,rowur
<br />. I
<br />I EJA
<br />$2,893.32,
<br />$2,893.321
<br />ADDENOUM NO 2 810 PROPOSAL BP -3
<br />
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