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PAY ESTIMATE NO. 9 OWNER
<br />SUNWOOD DRIVE N.W. AND RHINESTONE STREET NW
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<br />Bid Schedule "A" - ,q.A.P. 199-104-07 - Sunwond Drive NW Conlinued
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<br />'IEM ITEM QTY UNIT UNIT COST CONTRACT USED TO- EXTENSION
<br />NC). AMOUNT DATE
<br />29 73" SPAN RC I'll'F. - ARCII CL IIA 181 LF $134.11 LF $24,273.91 178 $23,871.58
<br />30 72" ItC t'IPE SEWER DESIGN 3006 CL3 148 LF $162.26 LF $24,014.48 148 $24,014.48
<br />31 88" .'SPAN RC PiPE - ARCH CL IIA 16 LF $179.36 LF $2,869.76 16 $2,869.76
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<br />32 IW' PVC Iq.UG I EACH $110.0O EACH $110.00 $O.00
<br />33 15" I'IPE Iq.U(; I EACH $80.00 EACH $80.00 1 $80.00
<br />91 [ ,'-1" PIPE PI.U(~ 3 EACH $35.00 EACH $105.00 3 $105.00
<br />:~5 21" PIPE PI.U( ~ 2 EACH $40.00 EACH $80.00 2 $80.00
<br />36 27" ['IPE PI.IJ(~ 2 EACH $50.00 EACH $100.00 2 $100.00
<br />~7 44" SPAN AR('II PIPE PLUG I EACH $150.00 EACH $150.00 1 $150.00
<br />~8 42" I'IPE P[.IJ(i 2 EACH $100.00 EACH $200.00 I $100.00
<br />39 60" l'll:'l'; PLUG I EACH $200.00 EACH $200.00 $0.00
<br />,I0 73" SPAN AR('H PIPE PLUG 2 EACH $350.00 EACH $700.00 1 $350.00
<br />~1 72" PIPE Iq.U(; 2 EACH $300.00 EACH $600.00 2 $600.00
<br />~2 88" SPAN AEUIt PIPE PLUG I EACH $400.00 EACH $400.00 $0.00
<br />.13 ('ONSTRIJ(~T I)IC,\INAGE ST?,UCTURE DESIGN 48 - 4020 108 LF $162.69 LF $17,570.52 90.59 $14,738.09
<br />44 CONS;TI~.IICT I)RAINAGE SI'RUCTURE DESIGN 54 - 4020 32 LF $205.91 LF $6,589.12 24.96 $5,139.51
<br />45 ('¢)NSTRIJ(TY I)RAINAGE STRUCTURE DF. SIGN 60 - 4020 19 LF $274.42 LF $5,213.98 20.22 $5,548.77
<br />46 CONSTI(U(~T I)RAINAGE STRUCTURE DESIGN 72 ~ 4020 13 LF $320.28 LF $4,163.64 25.89 $8,292.05
<br />.17 CONSTRIJ(TI' DRAINAGE STRUCTURE DESIGN 84 - 4020 12 LF $470.83 LF $5,649.96 10 $4,708.30
<br />.18 ('ONSq'I;:II¢ YF I)I~AINAGE STRUCTURE DESIGN 90 - 4020 5 LF $648.12 LF $3,240.60 0 $0.00
<br />49 CONSTRUC'I I)IL,\INAGt:~ STRUCTURE DF. SIGN 96 - 4020 13 LF $598.38 LF $7,778.94 36.49 $21,834.89
<br />st} CONS'I'PAICT 1)RAINAGE STRUCTURE DESIGN 108 - 4020 50 LF $728.15 LF $36,407.50 48.87 $35,584.69
<br />51 CONS'FI~:UC'F DRAINAGE STP, UC'I'URE DESIGN 120 - 4020 20 LF $1,032.36 LF $20,647.20 19.88 $20,502.87
<br />52 ('ASTING ASSEMBIAES SPECIAl, 49 EACH $479.25 EACH $23,483.25 49 $23,483.25
<br />53 ('ASTIN() ASSEMI]I~II:.S A-TD 4 EACH $546.13 EACH $2,184.52 3 $1,638139
<br />54 CASTING ASSEMIII,IES M-I [ 2 EACH $564.45 EACH $1,128.90 2 $%128.90
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<br />55 C()NS'I'I'-[JCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 12 EACH $376.58 EACH $4,518.96 10 $3,76~.80
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<br />56 CON(!RETF~ CIJIHI ANI) GUTTER DESIGN 8424 1040 LF $8.88 LF $9,235.20 1040 $9,235.20
<br />57 SIGN PANF. I.S -I'YPF. C 316 SF $22.19 SF $7,012.04 100 $2,219.00
<br />5,~ (;ONCRE H:~ CIJRB AND GUTTER DESIGN 8618 4700 LF $7.59 LF $35,673.00 2371 $17,995.89
<br />59 PEDI~STI'UAN CURB RAMP 2 EACH $319.92 EACH $639.84 2 $639.84
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<br />31711ra3171pePAY ES'FIMATE NO. 9 RE-2
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