| Line |
Item Number |
Description |
Units |
Quantity |
| Base Bid |
|---|
| PART 1: PRAIRIE AVENUE AREA (21ST STREET S.W. FROM 9TH AVENUE S.W. TO PRAIRIE AVENUE, PRAIRIE AVENUE FROM 21ST STREET S.W. TO 17TH STREET S.W.) |
|---|
| 1 |
2021.501/00010 |
MOBILIZATION |
LS |
1 |
| 2 |
2104.503 |
REMOVE SEWER PIPE (STORM) |
L F |
92 |
| 3 |
2104.503/00315 |
REMOVE CURB & GUTTER |
L F |
420 |
| 4 |
2104.504 |
REMOVE BITUMINOUS PAVEMENT |
S Y |
110 |
| 5 |
2104.518/00130 |
REMOVE CONCRETE SIDEWALK |
S F |
1,550 |
| 6 |
2106.507 |
SELECT GRANULAR EMBANKMENT (CV) |
C Y |
110 |
| 7 |
2211.507 |
AGGREGATE BASE (CV) CLASS 5 |
C Y |
50 |
| 8 |
2232.604/TYPE 1 |
MILL BITUMINOUS SURFACE TYPE 1 |
SQ YD |
2,975 |
| 9 |
2232.604/TYPE 2 |
MILL BITUMINOUS SURFACE TYPE 2 |
SQ YD |
4,600 |
| 10 |
2360.509/13200 |
TYPE SP 9.5 WEARING COURSE MIX (3,B) |
TON |
985 |
| 11 |
2360.604 |
IRREGULAR WIDTH PAVING |
SQ YD |
1,000 |
| 12 |
2504.602/00032 |
ADJUST GATE VALVE & BOX |
EACH |
10 |
| 13 |
2506.502/06020/SAN |
ADJUST FRAME & RING CASTING SANITARY |
EACH |
9 |
| 14 |
2506.602 |
REPAIR DRAINAGE/MANHOLE STRUCTURE |
EACH |
3 |
| 15 |
2506.602/06430 |
CASTING ASSEMBLY SPECIAL |
EACH |
1 |
| 16 |
2521.518/00040 |
4" CONCRETE WALK |
S F |
1,200 |
| 17 |
2521.518/00060 |
6" CONCRETE WALK |
S F |
350 |
| 18 |
2531.503/02315 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
410 |
| 19 |
2531.603/24130 |
CONCRETE CURB DESIGN V |
L F |
10 |
| 20 |
2531.618/00010 |
TRUNCATED DOMES |
S F |
36 |
| 21 |
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
| 22 |
2573.502/00110 |
STORM DRAIN INLET PROTECTION |
EACH |
26 |
| 23 |
2575.603 |
SEEDING (W/ TOPSOIL AND FERTILIZER) |
LIN FT |
700 |
| PART 1: PRAIRIE AVENUE AREA STORM SEWER (21ST STREET S.W. FROM 9TH AVENUE S.W. TO PRAIRIE AVENUE, PRAIRIE AVENUE FROM 21ST STREET S.W. TO 17TH STREET S.W.) |
|---|
| 24 |
2501.502 |
42" RC PIPE APRON |
EACH |
2 |
| 25 |
2503.503 |
42" RC PIPE SEWER |
L F |
80 |
| 26 |
2506.602 |
REPAIR DRAINAGE/MANHOLE STRUCTURE |
EACH |
15 |
| 27 |
2511.507 |
RANDOM RIPRAP CLASS III |
C Y |
19 |
| PART 2: CONLIFFE AREA (6TH ST. SW FROM FARIBAULT RD TO CONLIFFE AVE., CONLIFFE AVE. FROM 5TH ST. SW TO SOUTH END, COLONIAL CIRCLE FROM 6TH ST. SW TO SOUTH END) |
|---|
| 28 |
2021.501/00010 |
MOBILIZATION |
LS |
1 |
| 29 |
2104.503/00315 |
REMOVE CURB & GUTTER |
L F |
350 |
| 30 |
2232.604/TYPE 2 |
MILL BITUMINOUS SURFACE TYPE 2 |
SQ YD |
8,067 |
| 31 |
2360.509/13200 |
TYPE SP 9.5 WEARING COURSE MIX (3,B) |
TON |
724 |
| 32 |
2360.604 |
IRREGULAR WIDTH PAVING |
SQ YD |
400 |
| 33 |
2504.602/00032 |
ADJUST GATE VALVE & BOX |
EACH |
4 |
| 34 |
2506.502 |
CASTING ASSEMBLY - SANITARY |
EACH |
2 |
| 35 |
2506.502/06020/SAN |
ADJUST FRAME & RING CASTING SANITARY |
EACH |
7 |
| 36 |
2506.602 |
REPAIR DRAINAGE/MANHOLE STRUCTURE |
EACH |
2 |
| 37 |
2531.503/02315 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
350 |
| 38 |
2531.604 |
8" CONCRETE VALLEY GUTTER |
S Y |
80 |
| 39 |
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
| 40 |
2573.502/00110 |
STORM DRAIN INLET PROTECTION |
EACH |
5 |
| 41 |
2575.603 |
SEEDING (W/ TOPSOIL AND FERTILIZER) |
LIN FT |
350 |
| PART 3: LINCOLN AVENUE AREA (HULETT AVE. FROM TH-60 TO 7TH ST. NW, GEORGE L ST. FROM HULETT AVE. TO LINCOLN AVE., FRANKLIN AVE. FROM 7TH ST. NW TO NORTH END, LINCOLN AVE. FROM 7TH ST. NW TO NORTH END, 8TH ST. NW FROM LINCOLN AVE. TO EAST END) |
|---|
| 42 |
2021.501/00010 |
MOBILIZATION |
LS |
1 |
| 43 |
2104.503/00315 |
REMOVE CURB & GUTTER |
L F |
750 |
| 44 |
2104.518 |
REMOVE CONCRETE SIDEWALK |
S F |
850 |
| 45 |
2104.518 |
REMOVE CONCRETE DRIVEWAY PAVEMENT |
S F |
300 |
| 46 |
2106.507 |
EXCAVATION - COMMON (P) |
C Y |
77 |
| 47 |
2232.604/TYPE 1 |
MILL BITUMINOUS SURFACE TYPE 1 |
SQ YD |
6,990 |
| 48 |
2360.509/13200 |
TYPE SP 9.5 WEARING COURSE MIX (3,B) |
TON |
1,165 |
| 49 |
2360.604 |
IRREGULAR WIDTH PAVING |
SQ YD |
500 |
| 50 |
2504.602 |
ADJUST GATE VALVE & BOX |
EACH |
2 |
| 51 |
2506.502 |
CONST DRAINAGE STRUCTURE DESIGN SPECIAL |
EACH |
2 |
| 52 |
2506.502/06020/SAN |
ADJUST FRAME & RING CASTING SANITARY |
EACH |
6 |
| 53 |
2506.602 |
REPAIR DRAINAGE/MANHOLE STRUCTURE |
EACH |
7 |
| 55 |
2521.518 |
4" CONCRETE WALK |
S F |
1,800 |
| 56 |
2521.518 |
6" CONCRETE WALK |
S F |
400 |
| 57 |
2531.503/02315 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
640 |
| 58 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN B624 |
L F |
110 |
| 59 |
2531.618 |
6" CONCRETE DRIVEWAY PAVEMENT |
SQ FT |
300 |
| 60 |
2531.618 |
TRUNCATED DOMES |
S F |
48 |
| 61 |
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
| 62 |
2573.502 |
STORM DRAIN INLET PROTECTION |
EACH |
6 |
| 63 |
2575.603 |
SEEDING (W/ TOPSOIL AND FERTILIZER) |
LIN FT |
1,760 |
| PART 4: LEGACY DRIVE AREA (LEGACY DRIVE FROM EAST END TO 14TH ST. NE, GOLDENRAY DRIVE & GOLDENRAY CIRCLE FROM LEGACY DRIVE TO IVY WAY, POEHLER & CORNELIA COURT FROM LEGACY DRIVE TO END) |
|---|
| 64 |
2021.501/00010 |
MOBILIZATION |
LS |
1 |
| 65 |
2104.503/00315 |
REMOVE CURB & GUTTER |
L F |
700 |
| 66 |
2104.518 |
REMOVE CONCRETE SIDEWALK |
S F |
2,000 |
| 67 |
2232.604/TYPE 1 |
MILL BITUMINOUS SURFACE TYPE 1 |
SQ YD |
8,110 |
| 68 |
2360.509 |
TYPE SP 9.5 WEARING COURSE MIX (3,B) |
TON |
1,525 |
| 69 |
2360.604 |
IRREGULAR WIDTH PAVING |
SQ YD |
1,000 |
| 70 |
2504.602 |
ADJUST GATE VALVE & BOX |
EACH |
10 |
| 71 |
2506.502/06020/SAN |
ADJUST FRAME & RING CASTING SANITARY |
EACH |
22 |
| 72 |
2506.502/06020/STORM |
ADJUST FRAME & RING CASTING STORM |
EACH |
1 |
| 73 |
2506.602 |
REPAIR DRAINAGE/MANHOLE STRUCTURE |
EACH |
5 |
| 74 |
2506.602 |
CASTING ASSEMBLY SPECIAL |
EACH |
1 |
| 75 |
2506.602/06460 |
REPAIR DRAINAGE STRUCTURE |
EACH |
23 |
| 76 |
2521.518/00040 |
4" CONCRETE WALK |
S F |
1,500 |
| 77 |
2521.518 |
6" CONCRETE WALK |
S F |
500 |
| 78 |
2531.503/02315 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
700 |
| 79 |
2531.618 |
TRUNCATED DOMES |
S F |
120 |
| 80 |
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
| 81 |
2573.502/00110 |
STORM DRAIN INLET PROTECTION |
EACH |
30 |
| 82 |
2575.603 |
SEEDING (W/ TOPSOIL AND FERTILIZER) |
LIN FT |
1,400 |
| PART 5:FURLONG MOTORS AREA (FRONTAGE ROAD) FROM 17TH ST. NW TO SOUTH) |
|---|
| 83 |
2021.501 |
MOBILIZATION |
LS |
1 |
| 84 |
2104.503 |
SAWING BIT PAVEMENT (FULL DEPTH) |
L F |
310 |
| 85 |
2104.503 |
REMOVE CURB & GUTTER |
L F |
25 |
| 86 |
2104.504 |
REMOVE BITUMINOUS PAVEMENT |
S Y |
730 |
| 87 |
2301.503 |
INTEGRANT CURB DESIGN B6 |
L F |
61 |
| 88 |
2360.509 |
TYPE SP 9.5 WEARING COURSE MIX (3,C) |
TON |
55 |
| 89 |
2360.509 |
TYPE SP 12.5 WEARING COURSE MIX (3,C) |
TON |
72 |
| 90 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
189 |
| 91 |
2531.604 |
8" VALLEY GUTTER |
LF |
35 |
| 92 |
2531.618 |
8" CONCRETE PAVEMENT (CURB RADIUS) |
SQ FT |
315 |
| 93 |
2573.503 |
SILT FENCE, TYPE MS |
L F |
235 |
| PART 6:WATER TOWER ACCESS ROAD |
|---|
| 94 |
2021.501 |
MOBILIZATION |
LS |
1 |
| 95 |
2104.503 |
REMOVE CURB & GUTTER |
L F |
10 |
| 96 |
2211.507 |
AGGREGATE BASE (CV) CLASS 5 |
C Y |
50 |
| 97 |
2360.509 |
TYPE SP 9.5 WEARING COURSE MIX (3,C) |
TON |
50 |
| 98 |
2360.509 |
TYPE SP 12.5 WEARING COURSE MIX (3,C) |
TON |
67 |
| 99 |
2511.509 |
RANDOM RIPRAP CLASS III |
TON |
20 |
| 100 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN B612 |
L F |
250 |
| 101 |
2574.507 |
COMMON TOPSOIL BORROW |
C Y |
30 |
| Alternate 1 |
|---|
| PART 1: PRAIRIE AVENUE AREA STORM SEWER (21ST STREET S.W. FROM 9TH AVENUE S.W. TO PRAIRIE AVENUE, PRAIRIE AVENUE FROM 21ST STREET S.W. TO 17TH STREET S.W.) |
|---|
| 102 |
2502.503 |
4" PVC PIPE DRAIN |
L F |
350 |
| 103 |
2502.503 |
6" PERF PVC PIPE DRAIN |
L F |
5,190 |
| 104 |
2502.602 |
6" PVC PIPE DRAIN CLEANOUT |
EACH |
8 |
| 105 |
2503.602 |
6"X4" PVC WYE |
EACH |
51 |
| 106 |
2503.602 |
CONNECT TO EXISTING STORM SEWER |
EACH |
36 |
