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SS9301-CS 920417 (3).. APPLICATION FOR PAYMENT GRAPEVINE CREEK SEWER TRUNK MAIN - BRANCH I 8ID DATE: E. BETHEL ROAD ROUTE (OPEN CUT/MICROTUNNEL CONSTRUCTION) NOTICE TO PROCEED DATE: STA 8g+!3 WESTERLY TO DENTON TAP ROAD CONTRACT AMOUNT: O. TAP OOWN E. BETHEL TO CREEK ENGINEER'S COST ESTIMATE APRIL ll, DD~ ! OWNER: CITY OF COPPELL, TEXAS -APPROX. 3585 LF A .... CAT,ON FOR ENGINEER: GINN ANO CASE, INC. CONSULTING ENGINEERS PAYMENT NO. 0 CONTRACTOR: THIS PAY APPLICATION TOTAL REMAINING ITEM OESCRIPTION I BID I J BIO BIO TOTAL QTY TOI AMOUNT II QTY I OVER/UNDER NO. I QTY IUNITIUNIT PRICE AMOUNT DATE I TO DATE IJ +(-) I TOTAL AMOUNT lOlO LOCATION OF EXISTING UT .... lES l ILS $5,000.00 $5,000.00 $0.00 ~ $5,000.00 2010-I00 PREPARE RIGHT-OF-WAY 36 ISTA $150.00 $5,400.00 $0.00 36 $5,400.00 2010-102 CLEARING AND GRUBBING 0 ILS $15,000.00 $0.00 $0.00 0 $0.00 2010-160 PAVEMENT REPLACEMENT (10' WIDE) 2590 [SY $25.00 $64,750.00 $0.00 2590 $64,750.00 2050-1 REPAIR/REPLACE SERVICES TO LOTS 40 )EA $500.00 $20,000.00 $0.00 40 $20,000.00 2050-2 MISCELLANEOUS STORM DRAINAGE REPAIRS i)LS $8,000.00 $8,000.00 $0.00 1 ~8,000.00 2050-3 ADDITIONAL (2) 3'X10' RCBC 280 )LF $200.00 05B,OOO.bO~ $0.00 290 $56,000.00 2300 JACKING OR BORING i.e. MICROTUNNELING 1255 [LF $600.00 $753,000.00 $0.00 1255 $753,000.00 2480 LAWN AND LANDSCAPE REPLACEMENT 1 ILS $5,000.00 $5,000.00 $0.00 ! $5,000.00 2600-1 STANDARD 5' DIAM MH (0-107 0 lEA $2,250.00 $0.00 $0.00 0 $0.00 2600-2 STANDARD 5' DIAM MH (10-157 0 [EA $3,250.00 $0.00 $0.00 0 $0.00 2600-3 STANDARD 5' OIAM MH (15-207 0 lEA $4,250.00 $0.00 $0.00 0 $0.00 2600-4 STANDARD 6' DIAM MH (15-207 9 JEA $5,3?5.00 $48,375.00 $0.00 9 $48,315.00 2600-5 STANDARD B' DIAM MH (20-257 0 lEA $$,375.00 $0.00 )] $0.00 0 $0.00 2600-6 STANDARD $' DIAM MH (25-307 0 lEA $7,375.00 $0.00 [) $0.00 0 $0.00 2600-? STANDARO G' OlAM MH (30-357 0 )EA $8,375.00 $0.00 II $0.00 II 0 $0.00 2600-8 EXCAVATION/SHORING OF BORE PITS 5 IEA $22,000.00 $110,000.00 if $0.00 [I 5 $!!0,000.00 2600-9 5' DIAM TYPE'S' MH (10-157 0 (EA $3,850.00 $0.00 [( $0.00 ([ 0 $0.00 2600-10 5' DIAM TYPE'S' MH (15-207 0 [EA $4,850.00 $0.00 I[ $9.00 I) 0 $0.00 2600-11 6' DIAM TYPE'S' MH (20-25) 0 lEA $5,850.00 $0.00 $0.00 II 0 $0.00 2600-12 '5' OlAM TYPE'S' DROP MH (10-157 0 JEA $4,250.00 $0.00 $0.00 J[ 0 $0.00 2600-13 ]6' DIAM TYPE'S' DROP MH (20-257 0 (EA $5,250.00 $0.00 $0.00 0 $0.00 2600-14 15' DIAM TYPE'S' SHALLOW MH (0-10) 0 )EA $1,825.00 $0.00 $0.~0 0 $0.00 2§00-15 6' DIAM DROP MH (25-30) 1 IEA $7,775.00 $7,775.00 ,~t".~nn ' $7,775.00 2610-1 30' PVC SEWER PIPE (0-107 0 ILF $66.00 $0.00 $0.00 0 $0.00 2610-2 30' PVC SEWER PIPE (I0-157 0 [LF $72.00 $0.00 $0.00 0 $0.00 2610-3 ~30' PVC SEWER PIPE (15-20) 0 ILF $80.00 $0.00 $0.00 0 $0.00 2610-4 30' PVC SEWER PIPE (20-257 2330 [LF $110.00 $256,300.00 $0.00 2330 $25§,300.00 2610-5 30' PVC SEWER PIPE (25-307 ' 0 iLF $96.00 $0.00 $0.00 0 $0.00 2810-6 30' PVC CARRIER SEWER PiPE IN CASING PIP: 0 )LF $50.00 $0.00 $0.00 0 $0.00 2§10-? 24' PVC SEWER PIPE (15-207 0 )LF $68.00 $0.00 $0.00 0 $0.00 2810-8 12' PVC SEWER PIPE (O-lO) 0 ILF $25.00 $0.00 $0.00 0 $0.00 2810-g 8' PVC SEWER PIPE (O-lO) 0 )LF $2?.50 $0.00 $0.00 0 $0.00 2610-10 8' PVC SEWER PIPE (lO-15) 0 ILS $25.00 $0.00 $0.00 0 $0.00 2610-11 8' PVC SEWER PIPE (20-257 0 )EA $30.00 S0.00 $0.00 O $0.00 2510-12 CONNECTIONS TO EXISTING MANHOLES 9 JLF $500.00 $1,500.00 $0.0o 3 $~,seo.oo 2610-13 CONNECTIONS TO EXIST SANITARY SEWER LINE 0 )LF $500.00 $0.00 $0.00 0 $0.00 2810-14 TRENCH SAFETY FOR SEWER LINES l ILS I$1S,O00.O0 $15,000.00 $0.00 ! $15,000.00 .2610-15 VENTS FOR MANHOLES, COMPLETE 0 )EA ) $250.00 $0.00 $0.00 0 $0.00 2221-1 CONCRETE ENCASEMENT - TY 1 0 )LF I $10.00 $0.00 $0.00 0 2221-2 CONCRETE ENCASEMENT- TY 2 0 [LF [ $15.00 $0.00 $0.00 0 $0.00 2617-1 48' DIAM STEEL ENCASEMENT PIPE 0 JLF r $120.00 $0.00 $0.00 0 $0.00 2617-2 48' DIAM STEEL ENCASEMENT PIPE 0 ILF I $120.00 $0.00 $0.00 0 $0.00 2617-3 48' DIAM STEEL ENCASEMENT PIPE 0 ILF I $120.00 $0.00 $0.00 0 SO.Or 2617-4 48' OIAM STEEL ENCASEMENT PIPE 0 ILF I $120.00 $0.00 $0.00 0 ISUBTOTAL -~L~ PORTION ONLY [ j $1,356,100.00 $0.00 $l,35§,100. ITRA MANHOLE TO MOCKINGBIRD PORTION $460,318.00 MOCKINGBIRD TO E. BANK CREEK 89+13 $701,884.00 TOTAL $2,518,302.00