|
<br /> I -
<br /> PARTIAL PAYMENT ESTIMATE 1.';3.4, CS"':::..o'. _,
<br /> , ---
<br /> I . NO. 2 {--..-- ........
<br /> . . "'.~ I 3
<br /> ~... FROM: SEPTEMBER 1. 1995
<br /> I TO: SEPTEMBER 30. 1995 L "-----~--=-
<br /> ,,~~ -
<br /> CONTRACTOR: VAlLEY PAVlNG, INC. ---...:
<br /> I ADDRESS: 4105- 85TH AVENUE N., BLDG. 8, SUITE 202. BROOKlYN PARK. MN 55443
<br /> OWNER: ClTY qF AROEN'Hn.1.S. MINNESOTA
<br /> PROJECT: 1995 STREET IMPROVEMENTS (52Q..055-30)
<br /> I COMPLETION DATE AMOUNT OF CONTRACT:
<br /> 9RIGIIlIAl7 OCTOBER 1,~' 1995- ORIGINAL S 360,008.80
<br /> REVISED: ,....- REVISeD s
<br /> I CONTRACT:lTEMS: nus PERIOD,-, TOTAL TO DATE
<br /> I'ITEM"
<br /> I 'I
<br /> i NO. NO/ 'QTYC' QTY' AMOUNT:' :QTY;' AMOUNT"
<br /> PRICE
<br /> I SCHEDULE 1.0 STOWE AVENUE
<br /> 1 2104.501 REMove RCP PIPE LF 20 17.00 0.00 0.00 26.00 442.00
<br /> 2 2104.501 REMOVE eM? PIPE LF 35 12.00 0.00 0.00 38.00 456.00"
<br /> 3 2104.500. REMOVE MANHOLE EA 1 575.00 0,00 0.00 1.00 575.00
<br /> I . 4 2105.501 COMMON EXCAVATION (P) CY 2050 6,00 1,750,00 10,500.00 2,050.00 12,300,00
<br /> 5 2105.507 SUBGRAOE EXCAVATION CY 600 4.50 50.00 225.00 50.00 225.00
<br /> 6 2105,522 SELECT GRANULA.R. BORROW- qy CY 500 9.60 0.00 0.00 0.00 0.00
<br /> e: 2105.5 SUBGRAOE PREPARATION RDSTA 13.2 165.00 12.50 2,079.00 12.50 2,079.00
<br /> I 2105,525 TOPSOIL BORROW - CV CY 450 13.00 0.00 0,00 0.00 0.00
<br /> 9 2211.501 AGGREGATE BASE - CLA.SS 5A TN 2300 7.00 1,521.40 10,649.80 1,740.47 12,183.29
<br /> 10 231.602 BITUMINOUS PATCHING SY 150 10.00 0.00 0.00 0.00 0.00
<br /> I 11 2232,501 MILL BITUMINOUS SURFACE SY 85 3.50 0,00 0.00 507.00 1,774.50
<br /> 12 2341.508 TYPE 41A BITUMINOUS WEAR COURSE TN 520 21.50 0,00 0.00 111.00 2,386.50
<br /> 13 2340.514 TYPE 31 B BITUMINOUS BASE COURSE TN 780 19.a5 459.76 9,126.24 572..33 11,360.75
<br /> 14 331.501 'Z" BITUMINOUS DRIVEWAY PAVEMENT SY 230 7.50 196.00 1,470.00 196.00 1.470.00
<br /> I ,. 2357.502 BITUMINOUS FOR TACK COAT GAL 225 1.35 35.00 47.25 ao.oo 108.00
<br /> 15 2535.501 BITUMINOUS CURB LF 325 2.93 0.00 0.00 0,00 0.00
<br /> 17 2521.501 4- CONCRETE WALK SF 40 2.30 6.00 13,80 6.00 13.80
<br /> 18 2531.501 8618 CONCRETE CURB & GUTTER LF 26ao 5.70 2.473.00 14.096.10 2.473.00 14,096.10
<br /> I 19 2531.507 6" CONCRETE DRIVEWAY PAVEMENT 5Y 205 23.00 100.00 2.300.00 100,00 2,300.00
<br /> 20 2531.507 6" CONCRETE DRIVEWAY APRON 5Y 180 24.00 238.00 5.712,00 238,00 5,712.00
<br /> 21 563.602 INLET PROTECTION EA 12 45.00 0.00 a.oo 0.00 0.00
<br /> I 22 2575.505 SODDING, TYPE LA.WN & BOULEVARD 5Y 4170 1.45 0.00 0.00 0.00 0.00
<br /> 23 2502.501 4" PERFORATED Hope PIPE DRAIN INITH LF aoo 7.50 0.00 0.00 0.00 0.00
<br /> TYPE I GEOTEXTlLE SOCK
<br /> 24 2506.509 DRAIN TILE CORE CONNECTIONS EA . 150.00 0.00 0.00 0.00 0.00
<br /> I 25 2501.567 30" RC? SAFE'N APRON & GRATE EA 1 2,100.00 0.00 0.00 1.00 2,100,00
<br /> 26 2503.541 30- RCP PIPE CL III. DESIGN 3006 LF 33 87.60 0.00 0.00 33.00 2,690.60
<br /> 27 2503.541 21. RC? PIPE CL Ill. DES1GN 3006 LF 614 39.20 0.00 0.00 615.00 24.108,00
<br /> I 28 2503.541 16- RCP PIPE CL Ill, DESIGN 3006 LF 991 24.75 0.00 0.00 986.00 24,403.50
<br /> 29 2503.541 15" RC? PIPE CL Ill, DESIGN 3006 LF 260 22.70 0.00 0.00 215.00 4,860.50
<br /> 30 25Q3..541 12" RCP PIPE CL.III. DESIGN 3006 LF 90 21.00 0.00 0.00 96.00 2,016.00
<br /> 31 2506.508 CONSTRUCT MANHOLE. S70RM 48" DIA EA 5 980.00 0.00 0.00 6.00 7,B40,OO
<br /> I " 2506.508 CONSTRUCT BAFFLE MH, STORM 96- DIA. EA 1 6,350.00 0.00 0.00 1.00 6,350.00
<br /> 33 2506.509 CONSTRUCT CATCH BASIN, 24- x 36" EA 6 830.00 0.00 0.00 3.00 2,490.00
<br /> . 2506..522 ADJUST FRAME AND RING CASTING EA 6 175.00 0.00 0.00 0.00 0.00
<br /> I 2531,511 PEDESTRIAN RAMP EA 1 200.00 0.00 0.60 0.00 0,00
<br /> 36 504.602 ADJUST HYDRANT AND VALVE BOX EA 2 445.00 0.00 0.00 0,00 0.00
<br /> I 520057#2.WK4 Page 1 S20~055-3D
<br />
|