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126,611.0'
<br /> 240 3921,10
<br /> 2003 1, Chord, Sults 111
<br /> ;envoy,Colorado 14131
<br /> 301150'911)
<br /> Bid
<br /> tie
<br /> l;o.
<br /> Description
<br /> if pp
<br /> loins 111
<br /> 0
<br /> Excavation of
<br /> 1 C,Y, .81 21 '00 1 2 .00
<br /> Unit
<br /> lid
<br /> Price
<br /> 1.81
<br /> lid
<br /> Quantity
<br /> 2 10
<br /> ?0N TH6 PEMI00 Sopt,24,1111toAtig.1,1,61177
<br /> lid
<br /> taunt
<br /> 428 , 0
<br /> 4p
<br /> 41
<br /> Excavation to
<br /> Eabankmnt
<br /> IN4
<br /> C,y
<br /> t,r
<br /> 56
<br /> 1, 1
<br /> 1,135
<br /> 4 260
<br /> .,1
<br /> 3,995.60
<br /> 0 8,10
<br /> r I r C.Y. 1.1$ 3,185 4,731,25
<br /> 5 Vitic FT. 1.00 470 940.00
<br /> 6 Waste Material Tons 1.25 3,650 4,562.50
<br /> -"4" Watts
<br /> 1A Hain L.F. 16.98 1,600 11,I68,00
<br /> 11 II" 0.1. Pipe L.F. 51.28 240 12,301.20
<br /> 1C 16" 0.1. Pipe L.F. 41.87 327 13,691.49
<br /> Sul'
<br /> 16" 0.1. Pips L.F. 59.11 24) 14,)11.)1
<br /> 16" 0.1. Pipe L.F. 24,43 115 6,025.25
<br /> 16" 0.1. Pipe
<br /> 6.89 36 1,318.04
<br /> 16" 0.1. Pipe l.l. 104,64 10 1,324.10
<br /> Work Cool god
<br /> 1 . h
<br /> Quint ty
<br /> 0
<br /> Ilwunt
<br /> 0
<br /> Total Through
<br /> Previous as
<br /> 2 310 4219,70
<br /> Total
<br /> To
<br /> Oats
<br /> 42 9 10
<br /> �9'I1wdi
<br /> MN I I All I
<br /> 0
<br /> 0
<br /> 1130
<br /> 470
<br /> 0
<br /> 1600
<br /> 240
<br /> 120
<br /> 70
<br /> 0
<br /> 1" 0,1. Pipe L.F. 34.2) 57 1,951.11 0 '
<br /> 0
<br /> 0
<br /> 1559.40
<br /> 1112.50
<br /> 940.00
<br /> 0
<br /> 11671.0
<br /> 8378.40
<br /> X15640
<br /> 5200.20
<br /> 3160.50
<br /> O
<br /> 6171.90
<br /> a
<br /> 494)4.40
<br /> • 152..00• Deletion 13
<br /> 125,125.05
<br /> 0 0
<br /> 7135 3995,60
<br /> 2000 2760.00
<br /> 0
<br /> 0
<br /> 0
<br /> 0
<br /> 0
<br /> 0
<br /> 160r 1490.00
<br /> 327 6352.99
<br /> 243 3917.91
<br /> 171 2164,7
<br /> 0
<br /> 3995.60 0
<br /> 4319,40
<br /> 1112.50
<br /> 940.00
<br /> 0
<br /> 27161.00
<br /> 12307.20
<br /> 9509.49
<br /> 9171.11
<br /> 6025.25
<br /> =EMI
<br /> 70 1145,1
<br /> 7324,10
<br /> 0
<br /> 1130 1559.40
<br /> 1639
<br /> 0
<br /> )650
<br /> 3548.75
<br /> 0
<br /> 4562,30
<br /> Projwt , s ari A4
<br /> ilok
<br /> Shot,r, ,•,,,of
<br /> biarl�s
<br /> 0
<br /> 164
<br /> 0
<br /> 36
<br /> 0
<br /> 0
<br /> 4182.00
<br /> 5200.20
<br /> 0
<br /> 731,72
<br /> sums
<br /> 99402.08 104036.41
<br /> 1117.00
<br /> 109157
<br /> 16) at (41.17 • Cost of Me�
<br /> 16" 0.1. Cost of Materials •$16.37/ft.
<br />
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