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<br /> . .
<br /> . PARTIAL PA!"ENT ESTIMATE
<br /> ----------------.-------
<br /> I ,-fINAL
<br /> fRO!: 71B/91
<br /> TO,7m191
<br /> COIiTRAtlOR: mml ASPHALT, lliC.
<br /> DiNER: CITY Of ARlEN HILLS
<br /> PROJECT: 1991 NORTH SNELLINO AVENUE I"PROVE"EIiTS (,10-019)
<br /> commDIi IAlE A"OUHT Of CONTRACT
<br /> omINAL: bD CALEIiIAR lAYS ORIGINIL: U97~294.00
<br /> REVISED: REVmp: i137,19UO
<br /> mM : CDHlRlCl ITEMS : TNISPERIDD ; IDIAl lD DATE
<br /> ,
<br /> ___________________________________,___________________________1_____________________________________.1__________.________._.________.________
<br /> , , ,
<br /> NO, IESCRIPlION : UNIl SUANT IIY UIiIT :SUANlIIY A"OUIiT TOTALIPERIOD : OUAIiIIIY A"OUIiT TOIAlITOIATE
<br /> , PRICE , ,
<br /> , , ,
<br /> ___________________________________1__________________________.1______________________________________1_______________________________________
<br /> , , ,
<br /> SCHElULE l.O mm mmmliTS
<br /> -----------------.-------.----
<br /> 1 RUOVE mU"IlItJUS PAVmNT SY 7100 MO 0 0,00 7S17.38 7044.64
<br /> 1 COnnON EXCAVATIOIi CY ,410 3.S, D O.DD BiBO.16 33419.00
<br /> 3 SUISRAIE P[REPARATIOIi RdSh 19 1..00 0 0,00 18.78 147UI
<br /> . 4 AGGRESATE BASE CLISS , TIi 4150 '.00 0 0,00 7895.44 39477,10
<br /> , lASE COURSE "II. TYPE 31 TIi 1710 H.IO 0 0.00 1541.1S 14674.BI
<br /> blEAR COURSE "II, TYPE ~1 TIi mo 17.90 0 0.00 13n.B7 13b97.17
<br /> 7 BIT. TACK COAT SAL m 1.10 0 UO 614,31 m,7~
<br /> I b' COliC. IRIVEIAY APRON SY 56 01.00 0 0,00 11l.l5 668UO
<br /> 9 I' ~IT. IRIVEIAY APRON SY 300 4,70 0 0.00 IOU, 944.47
<br /> 10 CONC. CURl l SUITER Ob18 Lf 6000 UO 0 0.00 6042., 1779,,50
<br /> II SOIIIIi6-LAIN l ILVI, SY mo 1.2, 0 0.00 2611 5891.1,
<br /> 11 SEEDlHI At 0.3 ,m.oo 0 0,00 1.j 13281.50
<br /> 13 AIJUST "ANHOLE EA 7 100.00 0 0.00 11 1100.00
<br /> 14 RECOIiSTRUCT "ANHBLE Lf 5.4 132.15 0 0.00 1.4 31U~
<br /> I, AIJUST lATER VALVE EA 3 140.00 0 0,00 6 140.00
<br /> 16 HYIRANT EITEIiSION Lf 1.5 372.00 0 0.00 3.j 1301.00
<br /> 17 RETAINTNG VALL Sf 600 12.,0 0 0.00 637.5 796U,
<br /> 18 RELOCATE EI. "AILBOl EA i 30.00 0 0,00 6 180 .00
<br /> 19 RE"OVE EI. BARRICAIE LS j 150.00 0 0.00 j 1,UO
<br /> 10 REHOVE El. II' CHP Lf 14 ,.30 0 0,00 46 243.BO
<br /> II RE"OVE EI. 1,' CHP Lf 30 ,.30 0 0.00 30 m.oo
<br /> 21 SIGNlli6 LS I m,.oo 0 0.00 I 1715,00
<br /> 13 STRIPlli6 LS I 715.00 0 0.00 1 715.00
<br /> -------------- ---------------
<br /> T SCHEIULE l.0 mm IHPRBVUENTS--Tolil iO.OO 1102.031.92
<br /> SCHEIULE 2.0 SIORH SEIER IHPROVEnENIS
<br /> ________.__.._RRR_____________
<br /> . 1 15' RCP, CLASS III If 260 1l.1, 0 0,00 150 5311.50
<br /> 2 14' RCP, CLASS III Lf 10 21.70 0 0.00 1b m.l0
<br /> 330' RCP, CLASS III If 1, 31.90 0 0.00 16 m.~1
<br /> j 3b' I ,S.5' RCP, CLASS III Lf jj 63.15 0 1.00 16 1010.00
<br /> l I,' RCP fLAREI EHI SECTIOH EA 1 ~IO.II 0 1.00 j 411.00
<br /> 6 24' RCP fLARED EHI SECTION EA 1 640.00 0 . 0.00 1 MI.II
<br />
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