Loading...
HomeMy WebLinkAbout6580RESOLUTION NO. 65Ro A RESOLUTION AWARDING A CONTRACT FOR THE PLANT MIX OVERLAY SEAL COAT - 1990, AND AUTHORIZING THE PURCHASING AGENT TO EXECUTE THE SAME WHEREAS, proposals for the Plant Mix Overlay Seal Coat - 1990 have been received and examined; and WHEREAS, the proposal of Broderick and Gibbons, Inc., of Pueblo, Colorado, was the lowest and most responsible bid; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF PUEBLO, COLORADO, that: ,FrTrnnl 1 The contract for the Plant Mix Overlay Seal Coat - 1990, be and the same is hereby awarded to Broderick and Gibbons, Inc., in the amount of $215,225.40. The awarding of the contract for the project set forth herein shall be subject to sufficient sureties to be approved by the Purchasing Agent of the said City. CFrTTnN 9 The Purchasing Agent be, and he is hereby authorized to execute said contract on behalf of Pueblo, a Municipal Corporation, and the City Clerk shall affix the seal of the City thereto and attest the same. SECTION 3. In addition to the amount of the bid set forth, as aforementioned, an additional amount as stipulated in this section is hereby established for contingencies and additional work: Contingencies and Additional Work- - - - - $21,522.54 SECTION 4. Funds for said project shall be paid from Account Number 05 -1990- 413 - 000 - 040 -5000. INTRODUCED June 25 11990 By SAMUEL CORSENTINO Councilman APPROVED: resident of the Council ATTEST: City Clerk - 2 - PROPOSED 1990 OVERLAY LIST (REVISED 6-12 -90) PAGE 7 12- Jun -90 I I I LOCATION I LENGTH (FT) I I WIDTH I (FT) I I ITHI CKI I(IN) I I TONS 13" ASPHALTI I I IPATCHINGI PATCHIPATCHINGIROTOMILL IDRIVEWAYIADJ. MH (SY) I (SY) I (SY) I (TONS) I (EA) I I 1 MACNAUGHTON- BANNOCK BRN.TO MACARTHURI 7308.0 I I 33.0 I I 1 I I 297.4 I I 234.0 I I I 2 MACNAUGHTON- MACARTHUR TO ROBERTSON 302.0 I 33.0 11 I 68.7 I I I 37.0 I 1.0 I 4 j 3 MACNAUGHTON-ROBERTSON TO BONFORTE I 298.0 I 33.0 I I I 67,7 � I I I .o 4 TROY AV -4TH TO 5TH I 298.0 I 40.0 11 I 82.1 I I 1.0 I 1 I 1.0 I 1 5 TROY AV -5TH TO 6TH I 353.0 I 40.0 11 I 97.3 I I I 19.0 I 45.0 I I 1 b TROY AV -6TH TO 7TH I 308.0 I 40.0 I I I 84.9 I I I 3 7 TROY AV -7TH TO 8TH I 309.0 I 40.0 I 1 I I 85.1 I I 89,0 I I 8 7TH ST -GRAND TO GREENWOOD I 382.0 I 51.0 I i I I 134.2 I 1.0 I 45.0 I 9 COURT ST-11TH TO 12TH I 330.0 I 34.0 1 I 77.3 I 290.0 I 367.0 I I I 10 COURT ST -12TH TO 13TH I 341.0 I 34.0 I I I 79.9 I 28.0 39.0 I I 1.0 11 COURT ST -13TH TO 14TH I 303.0 I 33.0 1 68.9 I I 568.0 I 1.0 I 2 I I 26.0 I I 337.0 1.0 I 2 12 COURT ST -14TH TO 15TH I 336.0 I 34.0 1 I 78,7 I 28 I 27.0 I 374.0 1.0 13 HOOD AV -17TH TO 18TH 360.0 I 36.0 I 1 I 89.3 I I 3 14 HOOPER AV-17TH TO 18TH I 280.0 I 32.0 11 I I 61.7 I I 40.0 15 11TH ST -OAK TO PARK 458.0 40.0 I I I I 126.2 I I I I 71 I 16 11TH ST-PARK TO LAMBERT I 458.0 I 40.0 11 I 126.2 I I I I I I 17 MORRIS AV-31ST TO 32ND 720.0 33.0 1 I 163.7 I I I 18 NORMANDY CIR - MASSARI TO TARTAN I 1427.0 I 33.0 I I I I 324.4 I I 37.0 19 NORMANDY CIR TARTAN TO MASSARI 1414.0 I 33.0 1 I I 321.4 I I 92.0 I I 2 20 TARTAN LN MACALESTER TO NORMANDY I 241.0 I 33.0 11 I I 54.8 I I 37 I I 3 21 TARTAN LN NORMANDY TO MASSARI 577.0 34.0 11 I I 135.1 I 110 I I I 22 32ND ST- BALTIMORE TO NORTHRIDGE I 277.0 I 31.0 12 I I 118.3 I I I 113.0 I 3 23 32ND ST NORTHRIDGE TO DELMARE I 270.0 31.0 I 2 I 115.3 I I I I 1 24 32ND ST- DELMARE TO COLFAX I 271.0 I 31.0 12 I 115.7 I I I I I 1 25 32ND ST- COLFAX TO MORRIS I 475.0 I 31.0 12 I 202.9 � I 1 I 26 WEST DR - SOUTH TO NORTH I 982.0 I 32.0 I I I I 216.5 I 10.0 I I I 1 I 27 BEULAH AV-NORTHERN TO GERANIUM I 635.0 I 29.0 11 I I 126.9 I I 25.0 69.0 I 3 I I 28 BEULAH AV- GERANIUM TO SPRAGUE I 662.0 I 29.0 I I I I 132.3 I I 1 1233.0 I 1.0 29 BEULAH AV- SPRAGUE TO BAY STATE I 651.0 I 29.0 11 I 130.1 I I I 1 30 BEULAH AV-BAY STATE TO JONES I 656.0 I 30.0 I 1 I I 735.6 I I 1 1447.0 31 MINNEQUA AV-LAKE TO WYOMING I 506.0 I 36.0 I 1 I 125.5 I I I I 1.0 I I 32 MINNEQUA AV- WYOMING TO OAKLAND I 379.0 I 36.0 1 94.0 I I I I 33 MINNEQUA AV- OAKLAND TO ORMAN I 356.0 I 36.0 11 I 88.3 I I I I I I 34 MINNEQUA AV-ORMAN TO CEDAR 349.0 36.0 I I I 86.6 I I I 35 MINNEQUA AV -CEDAR TO PINE I 319.0 I 36.0 I i I 79.1 I I 120.0 I I I 36 MINNEQUA AV -PINE TO SPRUCE I 310.0 I 36.0 11 I I 76.9 I 80.0 I 1 . 0 I I 37 MINNEQUA AV TO ROUTT I 329.0 I 36.0 11 I 81.6 I I 80.0 I I I 38 MINNEQUA AV - ROUTT TO EVANS 283.0 I 36.0 I I I I 70.2 I 160.0 I I I 39 IVYWOOD LN-VINEWOOD TO RIDGEWOOD I 272.0 I 33.0 11 I I 61.8 I I 40.0 I I 40 IVYWOOD LN TO ELMWOOD I 281.0 I 33.0 11 I 63.9 I 37 I 2 I I I 13.0 41 IVYWOOD LN- ELMWOOD TO DRIFTWOOD I 278.0 I 33.0 11 I 63.2 42 IVYWOOD LN-DRIFTWOOD TO SHERW000 280.0 I 33.0 I I I I 63,7 4.0 I I I 1 I 43 IVYWOOD LN- SHERWOOD TO HOLLYWOOD I 295.0 I 33.0 I 1 I 67.1 I I I 44 LAKEVIEW AV- GARWOOD TO EDEN 275.0 I 33.0 1 I 62.5 45 LAKEVIEW AV -EDEN TO BRIMMER I 227.0 I 36.0 I I I I 56.3 I I 37 I I I 46 LAKEVIEW AV- GRIMMER TO MOORE I 150.0 33.0 I 1 I 34.1 I I 80.0 47 TUXEDO BL -18TH TO 19TH I 395.0 I 46.0 I I I I 725.2 I I 37.0 48 TUXEDO BL -19TH TO 20TH 395.0 I 46.0 11 I 125.2 I 49 TUXEDO BL -20TH TO 21ST I 395.0 I 46.0 11 125.2 I I I 50 TUXEDO BL -21ST TO 22ND 395.0 46.0 I 1 I 125.2 I I SEE DRAWINGS FOR LIMITS OF PAVING, ROTOMILLING, PATCH LOCATIONS & MANHOLE LOCATIONS. PROPOSED 1990 OVERLAY LIST (REVISED 6- 12 -90) PAGE 2 12- Jun -90 I I I LOCATION LENGTH 1 (FT) I I I WIDTH I (FT) I I I ITHICKI JON) I II I TONS 13" ASPHALTI I I I IPATCHINGI I PATCHIPATCHINGIROTOMILLIDRIVEWAYIADJ. MHI (SY) I (SY) I (SY) I (TONS) I (EA) I I I I I I I 1 51 TUXEDO BL -22ND TO BANCROFT I 1 395.0 I 1 46.0 I I 1 1 I 125.2 1 I I I I I 1 1 1 1 1 I 52 TUXEDO BL- BANCROFT TO 23RD I 610.0 1 46.0 1 1 1 193.3 1 1 1 I 1 I 1 53 TUXEDO BL -23RD TO 24TH 1 561.0 1 46.0 11 I 177.8 1 1 1 1 I I 54 TUXEDO BL-24TH TO 25TH 545.0 I 46.0 I 1 172.7 1 1 I i I 55 I 18TH ST- TUXEDO TO BRIDGE APPROACH I 50.0 I I 32.0 I 1 1 I 11.0 1 I 1 1 I 1 I I I I I I I TOTALS I 1 20571.0 I I I I -I I I I 1 I -I I 6273.8 I I I I I I I 397.0 I 348.0 1 5782.0 1 10.0 I 37.0 1 I I I I I SEE DRAWINGS FOR LIMITS OF PAVING, ROTOMILLING, PATCH LOCATIONS & MANHOLE LOCATIONS.