|
CITY OF SOUTH BEND, INDIANA
<br />CITY OF SOUTH BEND BOARD OF PUBLIC WORKS
<br />ANGELA BOULEVARD IMPROVEMENTS
<br />PROJECT NO. 122-059
<br />BIDS OPENING: 10/24/2023
<br />ITEM
<br />NO.
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />MILESTONE CONTRACTORS
<br />NORTH, INC.
<br />RIETH RILEY CONSTRUCTION
<br />COMPANY, INC.
<br />CONTRACTOR UNIT PRICES
<br />ENGINEER'S ESTIMATE
<br />UNIT PRICE
<br />EXTENSION
<br />UNIT PRICE
<br />EXTENSION
<br />High
<br />Low
<br />Average
<br />UNIT PRICE
<br />EXTENSION
<br />1
<br />CONSTRUCTION ENGINEERING
<br />1
<br />LS
<br />$
<br />7,500.00
<br />$
<br />7,500.00
<br />$ 16,000.00
<br />$
<br />16,000.00
<br />$
<br />16,000.00
<br />$
<br />7,500.00
<br />$
<br />11,750.00
<br />$
<br />6,000.00
<br />$
<br />6,000.00
<br />2
<br />MOBILIZATION AND DEMOBILIZATION
<br />1
<br />LS
<br />$
<br />65,000.00
<br />$
<br />65,000.00
<br />$ 51,076.62
<br />$
<br />51,076.62
<br />$
<br />65,000.00
<br />$
<br />51,076.62
<br />$
<br />58,038.31
<br />$
<br />60,000.00
<br />$
<br />60,000.00
<br />3
<br />CLEARING RIGHT OF WAY
<br />1
<br />LS
<br />$
<br />22,000.00
<br />$
<br />22,000.00
<br />$ 40,000.00
<br />$
<br />40,000.00
<br />$
<br />40,000.00
<br />$
<br />22,000.00
<br />$
<br />31,000.00
<br />$
<br />30,000.00
<br />$
<br />30,000.00
<br />4
<br />SIDEWALK CONCRETE, REMOVE
<br />196
<br />SYS
<br />$
<br />49.00
<br />$
<br />9,604.00
<br />$
<br />88.80
<br />$
<br />17,404.80
<br />$
<br />88.80
<br />$
<br />49.00
<br />$
<br />68.90
<br />$
<br />88.00
<br />$
<br />17,248.00
<br />5
<br />EXCAVATION, COMMON
<br />550
<br />CYS
<br />$
<br />73.00
<br />$
<br />40,150.00
<br />$
<br />118.30
<br />$
<br />65,065.00
<br />$
<br />118.30
<br />$
<br />73.00
<br />$
<br />95.65
<br />$
<br />100.00
<br />$
<br />55,000.00
<br />6
<br />COMPACTED AGGREGATE NO. 53
<br />727
<br />TON
<br />$
<br />35.00
<br />$
<br />25,445.00
<br />$
<br />137.70
<br />$
<br />100,107.90
<br />$
<br />137.70
<br />$
<br />35.00
<br />$
<br />86.35
<br />$
<br />40.00
<br />$
<br />29,080.00
<br />7
<br />MILLING, ASPHALT, 1 1/2 IN.
<br />16250
<br />SYS
<br />$
<br />2.40
<br />$
<br />39,000.00
<br />$
<br />2.95
<br />$
<br />47,937.50
<br />$
<br />2.95
<br />$
<br />2.40
<br />$
<br />2.68
<br />$
<br />3.00
<br />$
<br />48,750.00
<br />8
<br />HMA, SURFACE, TYPE B
<br />1395
<br />TON
<br />$
<br />144.00
<br />$
<br />200,880.00
<br />$
<br />157.40
<br />$
<br />219,573.00
<br />$
<br />157.40
<br />$
<br />144.00
<br />$
<br />150.70
<br />$
<br />155.00
<br />$
<br />216,225.00
<br />9
<br />CURB RAMP, CONCRETE
<br />92
<br />SYS
<br />$
<br />210.00
<br />$
<br />19,320.00
<br />$
<br />466.05
<br />$
<br />42,876.60
<br />$
<br />466.05
<br />$
<br />210.00
<br />$
<br />338.03
<br />$
<br />230.00
<br />$
<br />21,160.00
<br />10
<br />DETECTABLE WARNING SURFACES
<br />18
<br />SYS
<br />$
<br />215.00
<br />$
<br />3,870.00
<br />$
<br />192.85
<br />$
<br />3,471.30
<br />$
<br />215.00
<br />$
<br />192.85
<br />$
<br />203.93
<br />$
<br />200.00
<br />$
<br />3,600.00
<br />11
<br />SIDEWALK, CONCRETE, 4 IN.
<br />75
<br />SYS
<br />$
<br />120.00
<br />$
<br />9,000.00
<br />$
<br />83.85
<br />$
<br />6,288.75
<br />$
<br />120.00
<br />$
<br />83.85
<br />$
<br />101.93
<br />$
<br />130.00
<br />$
<br />9,750.00
<br />12
<br />CURB, REMOVE
<br />660
<br />LFT
<br />$
<br />22.00
<br />$
<br />14,520.00
<br />$
<br />20.85
<br />$
<br />13,761.00
<br />$
<br />22.00
<br />$
<br />20.85
<br />$
<br />21.43
<br />$
<br />20.00
<br />$
<br />13,200.00
<br />13
<br />CURB, CONCRETE
<br />700
<br />LFT
<br />$
<br />66.00
<br />$
<br />46,200.00
<br />$
<br />87.45
<br />$
<br />61,215.00
<br />$
<br />87.45
<br />$
<br />66.00
<br />$
<br />76.73
<br />$
<br />40.00
<br />$
<br />28,000.00
<br />14
<br />PCCP FOR APPROACHES, 6 IN.
<br />108
<br />SYS
<br />$
<br />114.00
<br />$
<br />12,312.00
<br />$
<br />98.80
<br />$
<br />10,670.40
<br />$
<br />114.00
<br />$
<br />98.80
<br />$
<br />106.40
<br />$
<br />120.00
<br />$
<br />12,960.00
<br />15
<br />SODDING, NURSERY
<br />2038
<br />SYS
<br />$
<br />25.00
<br />$
<br />50,950.00
<br />$
<br />36.20
<br />$
<br />73,775.60
<br />$
<br />36.20
<br />$
<br />25.00
<br />$
<br />30.60
<br />$
<br />26.00
<br />$
<br />52,988.00
<br />16
<br />CASTING, 4, FURNISH AND ADJUST TO GRADE
<br />1
<br />EACH
<br />$
<br />1,800.00
<br />$
<br />1,800.00
<br />$
<br />1,685.65
<br />$
<br />1,685.65
<br />$
<br />1,800.00
<br />$
<br />1,685.65
<br />$
<br />1,742.83
<br />$
<br />1,400.00
<br />$
<br />1,400.00
<br />17
<br />CASTING, INLET, ADJUST TO GRADE
<br />19
<br />EACH
<br />$
<br />450.00
<br />$
<br />8,550.00
<br />$
<br />961.10
<br />$
<br />18,260.90
<br />$
<br />961.10
<br />$
<br />450.00
<br />$
<br />705.55
<br />$
<br />900.00
<br />$
<br />17,100.00
<br />18
<br />CASTING, MANHOLE, ADJUST TO GRADE
<br />16
<br />EACH
<br />$
<br />450.00
<br />$
<br />7,200.00
<br />$
<br />876.95
<br />$
<br />14,031.20
<br />$
<br />876.95
<br />$
<br />450.00
<br />$
<br />663.48
<br />$
<br />900.00
<br />$
<br />14,400.00
<br />19
<br />INLET, C15
<br />1
<br />EACH
<br />$
<br />6,985.00
<br />$
<br />6,985.00
<br />$ 10,337.40
<br />$
<br />10,337.40
<br />$
<br />10,337.40
<br />$
<br />6,985.00
<br />$
<br />8,661.20
<br />$
<br />8,000.00
<br />$
<br />8,000.00
<br />20
<br />MAINTAINING TRAFFIC
<br />1
<br />LS
<br />$
<br />37,289.95
<br />$
<br />37,289.95
<br />$ 42,792.45
<br />$
<br />42,792.45
<br />$
<br />42,792.45
<br />$
<br />37,289.95
<br />$
<br />40,041.20
<br />$
<br />22,000.00
<br />$
<br />22,000.00
<br />21
<br />SIGN, SHEET, WITH LEGEND, 0.080 IN.
<br />45
<br />SFT
<br />$
<br />45.00
<br />$
<br />2,025.00
<br />$
<br />14.00
<br />$
<br />630.00
<br />$
<br />45.00
<br />$
<br />14.00
<br />$
<br />29.50
<br />$
<br />15.00
<br />$
<br />675.00
<br />22
<br />SIGN POST, SQUARE, TYPE 1, REINFORCED
<br />ANCHOR BASE
<br />90
<br />LFT
<br />$
<br />23.00
<br />$
<br />2,070.00
<br />$
<br />14.00
<br />$
<br />1,260.00
<br />$
<br />23.00
<br />$
<br />14.00
<br />$
<br />18.50
<br />$
<br />5.00
<br />$
<br />450.00
<br />23
<br />LIGHT POLE, STEEL, RELOCATE
<br />1
<br />EACH
<br />$
<br />2,900.00
<br />$
<br />2,900.00
<br />$
<br />2,000.00
<br />$
<br />2,000.00
<br />$
<br />2,900.00
<br />$
<br />2,000.00
<br />$
<br />2,450.00
<br />$
<br />2,300.00
<br />$
<br />2,300.00
<br />24
<br />LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
<br />695
<br />LFT
<br />$
<br />0.72
<br />$
<br />500.40
<br />$
<br />0.72
<br />$
<br />500.40
<br />$
<br />0.72
<br />$
<br />0.72
<br />$
<br />0.72
<br />$
<br />1.00
<br />$
<br />695.00
<br />25
<br />LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN.
<br />7438
<br />LFT
<br />$
<br />0.72
<br />$
<br />5,355.36
<br />$
<br />0.72
<br />$
<br />5,355.36
<br />$
<br />0.72
<br />$
<br />0.72
<br />$
<br />0.72
<br />$
<br />1.00
<br />$
<br />7,438.00
<br />26
<br />LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 IN.
<br />997
<br />LFT
<br />$
<br />0.88
<br />$
<br />877.36
<br />$
<br />0.88
<br />$
<br />877.36
<br />$
<br />0.88
<br />$
<br />0.88
<br />$
<br />0.88
<br />$
<br />1.00
<br />$
<br />997.00
<br />27
<br />TRANSVERSE MARKING, THERMOPLASTIC,
<br />CROSSWALK LINE, WHITE, 24 IN.
<br />160
<br />LFT
<br />$
<br />13.19
<br />$
<br />2,110.40
<br />$
<br />13.19
<br />$
<br />2,110.40
<br />$
<br />13.19
<br />$
<br />13.19
<br />$
<br />13.19
<br />$
<br />13.00
<br />$
<br />2,080.00
<br />28
<br />TRANSVERSE MARKING, THERMOPLASTIC, STOP
<br />LINE, WHITE, 24 IN.
<br />57
<br />LFT
<br />$
<br />13.19
<br />$
<br />751.83
<br />$
<br />13.19
<br />$
<br />751.83
<br />$
<br />13.19
<br />$
<br />13.19
<br />$
<br />13.19
<br />$
<br />9.00
<br />$
<br />513.00
<br />29
<br />GROOVING FOR PAVEMENT MARKINGS
<br />9330
<br />LFT
<br />$
<br />0.54
<br />$
<br />5,038.20
<br />$
<br />0.54
<br />$
<br />5,038.20
<br />$
<br />0.54
<br />$
<br />0.54
<br />$
<br />0.54
<br />$
<br />1.00
<br />$
<br />9,330.00
<br />30
<br />PAVEMENT MESSAGE MARKING,
<br />THERMOPLASTIC LANE INDICATION ARROW
<br />24
<br />EACH
<br />$
<br />136.00
<br />$
<br />3,264.00
<br />$
<br />136.00
<br />$
<br />3,264.00
<br />$
<br />136.00
<br />$
<br />136.00
<br />$
<br />136.00
<br />$
<br />190.00
<br />$
<br />4,560.00
<br />31
<br />PLANT, DECIDUOUS TREE, SINGLE STEM, OVER 2
<br />IN. TO 2.5 IN.
<br />42
<br />EACH
<br />$
<br />575.00
<br />$
<br />24,150.00
<br />$
<br />575.00
<br />$
<br />24,150.00
<br />$
<br />575.00
<br />$
<br />575.00
<br />$
<br />575.00
<br />$
<br />575.00
<br />$
<br />24,150.00
<br />32
<br />SHREDDED HARDWOOD BARK MULCH
<br />16
<br />CYS
<br />$
<br />105.00
<br />$
<br />1,680.00
<br />$
<br />105.00
<br />$
<br />1,680.00
<br />$
<br />105.00
<br />$
<br />105.00
<br />$
<br />105.00
<br />$
<br />16.00
<br />$
<br />256.00
<br />33
<br />BORROW
<br />69
<br />CYS
<br />$
<br />145.00
<br />$
<br />10,005.00
<br />$
<br />191.60
<br />$
<br />13,220.40
<br />$
<br />191.60
<br />$
<br />145.00
<br />$
<br />168.30
<br />$
<br />100.00
<br />$
<br />6,900.00
<br />34
<br />TEMPORARY INLET PROTECTION
<br />16
<br />EACH
<br />$
<br />165.00
<br />$
<br />2,640.00
<br />$
<br />464.00
<br />$
<br />7,424.00
<br />$
<br />464.00
<br />$
<br />165.00
<br />$
<br />314.50
<br />$
<br />185.00
<br />$
<br />2,960.00
<br />35
<br />FILTER SOCK
<br />1637
<br />LFT
<br />$
<br />5.50
<br />$
<br />9,003.50
<br />$
<br />5.50
<br />$
<br />9,003.50
<br />$
<br />5.50
<br />$
<br />5.50
<br />$
<br />5.50
<br />$
<br />6.00
<br />$
<br />9,822.00
<br />36
<br />HMA PATCHING FULL DEPTH, TYPE B
<br />110
<br />TON
<br />$
<br />165.00
<br />$
<br />18,150.00
<br />$
<br />569.75
<br />$
<br />62,672.50
<br />$
<br />569.75
<br />$
<br />165.00
<br />$
<br />367.38
<br />$
<br />320.00
<br />$
<br />35,200.00
<br />37
<br />PEDESTRAIN SIGNAL HEADS
<br />4
<br />EACH
<br />$
<br />750.00
<br />$
<br />3,000.00
<br />$
<br />900.00
<br />$
<br />3,600.00
<br />$
<br />900.00
<br />$
<br />750.00
<br />$
<br />825.00
<br />$
<br />900.00
<br />$
<br />3,600.00
<br />X:\Projects\2022\2261\292850 South Bend Angela\05_Bidding\Bid Tab\Angela Bid Tabulation 10-24-2023 Final Page 1 of 5
<br />
|