HomeMy WebLinkAboutRES 92-331 RESOLUTION
WHEREAS, at its meeting November 24, 1992, City Council authorized the City
Manager to execute Change Order No. 2 and make final payment in the amount of$226,254.23
to APAC-TEXAS, Inc.; and,
WHEREAS, an error in calculation was made on the Monthly Estimate Sheet, Item 26
Roadway Embankment, attached hereto as Exhibit "A"; and,
WHEREAS, this increase will result in a final contract amount of $590,670.90;
NOW, THEREFORE, BE IT RESOLVED BY THE
CITY COUNCIL OF THE CITY OF BEAUMONT:
THAT the City Manager be, and he is hereby, authorized to make payment in the amount of
$2,000.00 to APAC-TEXAS, Inc. for the difference.
-` PASSED BY THE CITY COUNCIL of the City of Beaumont this the day
of 1992.
- Mayor -
PROJECT: EAST CALDWOOD CONCRETE PAVEMENT
CONTRACTOR: APAC-TEXAS Prepared By:
Ricky Malbrough
MONTHLY ESTIMATE NO.5 CONTRACT DATE: 4-27-92 CONTRACT AMOUNT: $590670.90 Q
CONTRACT CALENDER DAYS: 150 CALENDAR DAYS USED:132 PERIOD ENDING: 10/31/92 Checked By:
PERCENT OF WORK COMPLETED:100% Vera Johnson H
PERCENT OF TIME USED 88% H
ITEM
UNIT EST. WORK DONE WORK DONE TOTAL WORK UNIT H
NO DESCRIPTION MEASURE QUAN. LAST EST. THIS EST. TO DATE PRICE TOTAL Total Amount of Work Done: 590670.90
1 REMOVING OLD CONCRETE(104) SY 10800 11173.00 0.00 11173.00 4.50 50278.50 W
2 BROADCAST SEEDING(164) SY 4353 0.00 0.16 0.00 Less 5%Retainage:
3 FERTILIZER(166) 0.00
TN 0.2 0.20 0.20 300.00 60.00
4 12"FLEXIBLE BASE(249) CY 40 44.00 0.00 44.00 60.00 2640.00 Difference:
5 6"LIME TRD.SUB.GR.(DC 260 590670.90
X ) SY 11303 11077.20 0.00 11077.20 2.50 27693.00
6 LIME SLURRY(260) TN 171.5 143.23 0.00 143.23 95.00 13606.85 Less Special Reduction: 1697.45
7 6"/2'HM AC SURFACE E CE(TY D SY 11303 11315.50 0.00 11315.50 8.00 90524.00
8 1 1/2"HMAC SURFACE(f Y DX340) TN 25 19.27 79.27 80.00 1541.60 LESS LIQUIDATION DAMAGES: 0.00
9 7"RI N F.CONC.PVMT(360) SY 10596 4964.60 5750.60 10715.20 21.50 230376.80
10 MONO CURB(360) LF 6331 2521.60 3179.80 5707
11 CSS BA .40 2.00 11402.80 Less Previous Payments: 586973.45
CKFILL(1 i/2 SACK MIXX401) CY 335 86.90 0.00 86.90 35.00 3041.50
12 SEWER EXCAVATION(401) CY 335 121.50 0.00 121.50 8.00 972.00 Amount Due This Estimate: 2000.00
27"RCP STORM SEWER(465) LF 90 75.50 0.00 75.50 20.00 1510.00
_ 18"RCP STORM SEWER(465) LF 6 6.00 0.00 6.00 60.00 360.00
15 15"STORM SEWER(465) LF 128 112.00 6.00 118.00 18.00 2124.00
16 CATCH BASIN(TY AX470) EA 3 3.00 0.00 3.00 1500.00 4500.00 A
17 ADJAST M.H.(479) pproved By:
EA 3 1.00 1.00 150.00 150.00
18 REMOVE EXIST.PS.&SI.(496) LF 520 533.00 12.00 545.00 5.00 2725.00
19 TRAFFIC CONTROL(502) MO 5 3.00 1.00 4.00 2000.00 8000.00
20 4"REINF.CONC.DWY(530) SY 1353 859.70 954.60 1814.30 25.00 45357.50 Joris P.Colbert,City Engineer
21 4"REIN (W.RKX530) SY 247 104,60 161.90 266.50 28.00 7462.00
22 4"REINF.CONC.SIDEWALK(530) SY 8 7.00 7.00 24.00 168.00
23 METAL BEAM GUARDRAIL(540) LF 775 180.00 180.00 24.00 4320.00
24 EXCAVATOR WORK(1 n97) HR 40 3.00 37.00 40.00 170.00 6800.00
25 ROADWAY EXCAVATION(1146) CY 4238.5 4238.50 0.00 4238.50 6.00 25431.00
26 ROADWAY EMBANKMENT(1147) CY 1199 80.00 1119.00 1199.00 2.00 2398.00 Tom Warner,Director of Public Works
27 MILL EXIST.PVMT(20'X4"X4000) SY 6767 6767,00 0.00 6767,00 1.55 70488.85
28 RECESSED GUTTER(11 48) EA 18 20.00 20.00 500.00 10000.00
29 CH.ORDER N1 BARRICADES LS 1 1.00 0.00 1.00 500.00 500.00
30 CH.ORDER N2 BLOCK SOD SY 7497 0.00 7497.00 7497.00 3.50 26239.50
TOTAL
590670.90 _
ANTHONY LEGER,RATE OF PAY$11.26 PER HOUR.: 11.26 X 1.5 X 100.5-$1,697.45
OCTOBER 22 OT HOURS X 11.26 X 1.5-$371.58
TOTAL HOURS=100.50