bid tabulation 2780 east & mall drive traffic signal ......14+45.28 lt 79.56 signing and...
TRANSCRIPT
Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount1 MOBILIZATION LUMP 1 $10,000.00 $10,000.00 $14,000.00 $14,000.00 $15,000.00 $15,000.00 $10,173.44 $10,173.44 $12,055.68 $12,055.68 $15,000.00 $15,000.002 TRAFFIC CONTROL LUMP 1 $11,000.00 $11,000.00 $6,000.00 $6,000.00 $15,000.00 $15,000.00 $3,413.07 $3,413.07 $9,000.00 $9,000.00 $12,000.00 $12,000.003 SURVEY LUMP 1 $6,500.00 $6,500.00 $1,500.00 $1,500.00 $3,000.00 $3,000.00 $3,471.22 $3,471.22 $2,700.00 $2,700.00 $6,000.00 $6,000.004 REMOVE CONCRETE SIDEWALK SQ FT 160 $3.00 $480.00 $3.00 $480.00 $1.00 $160.00 $5.48 $876.80 $4.00 $640.00 $5.60 $896.005 REMOVE PAVEMENT STRIPING FT 2,620 $3.00 $7,860.00 $2.72 $7,126.40 $0.40 $1,048.00 $1.96 $5,135.20 $1.80 $4,716.00 $1.90 $4,978.006 UNTREATED BASE COURSE (8" THICK) SQ FT 2,600 $1.50 $3,900.00 $1.75 $4,550.00 $2.00 $5,200.00 $1.05 $2,730.00 $1.08 $2,808.00 $2.25 $5,850.007 HMA - 1/2 INCH (4" THICK) SQ FT 2,600 $3.00 $7,800.00 $3.75 $9,750.00 $3.50 $9,100.00 $5.58 $14,508.00 $3.77 $9,802.00 $3.50 $9,100.00
8PEDESTRIAN ACCESS RAMP RECONSTRUCTION SQ FT 170 $10.00 $1,700.00 $25.00 $4,250.00 $30.00 $5,100.00 $5.27 $895.90 $37.12 $6,310.40 $55.00 $9,350.00
9 PAVEMENT MARKING PAINT (4 INCH) FT 3,615 $1.50 $5,422.50 $1.45 $5,241.75 $1.65 $5,964.75 $1.53 $5,530.95 $1.45 $5,241.75 $1.55 $5,603.2510 PAVEMENT MARKING PAINT (8 INCH) FT 850 $2.50 $2,125.00 $2.90 $2,465.00 $2.50 $2,125.00 $3.17 $2,694.50 $2.90 $2,465.00 $3.00 $2,550.0011 PAVEMENT MARKING PAINT (12 INCH) FT 735 $4.50 $3,307.50 $4.35 $3,197.25 $3.75 $2,756.25 $4.62 $3,395.70 $4.35 $3,197.25 $4.55 $3,344.2512 PAVEMENT MARKING MESSAGE EACH 11 $300.00 $3,300.00 $65.00 $715.00 $55.00 $605.00 $100.50 $1,105.50 $63.80 $701.80 $75.00 $825.0013 LANDSCAPE RESTORATION SQ FT 500 $4.00 $2,000.00 $3.00 $1,500.00 $5.00 $2,500.00 $2.30 $1,150.00 $4.06 $2,030.00 $3.00 $1,500.00
14TRAFFIC SIGNAL SYSTEM 2780 EAST & MALL DRIVE LUMP 1 $85,000.00 $85,000.00 $73,215.00 $73,215.00 $71,145.00 $71,145.00 $84,998.60 $84,998.60 $80,536.50 $80,536.50 $88,200.00 $88,200.00
15 ONE 2-INCH CONDUIT FT 220 $15.00 $3,300.00 $2.00 $440.00 $2.00 $440.00 $2.32 $510.40 $2.32 $510.40 $2.40 $528.0016 1D CONDUIT FT 1,200 $10.00 $12,000.00 $9.45 $11,340.00 $9.45 $11,340.00 $10.97 $13,164.00 $10.96 $13,152.00 $11.50 $13,800.00
17POLYMER CONCRETE JUNCTION BOX, TIER 22, TYPE II EACH 4 $1,000.00 $4,000.00 $827.00 $3,308.00 $827.00 $3,308.00 $960.10 $3,840.40 $959.32 $3,837.28 $1,000.00 $4,000.00
18POLYMER CONCRETE JUNCTION BOX, TIER 22, TYPE III EACH 2 $2,000.00 $4,000.00 $1,310.00 $2,620.00 $1,310.00 $2,620.00 $1,520.83 $3,041.66 $1,519.60 $3,039.20 $1,600.00 $3,200.00
$173,695.00 Total Bid: $151,698.40 Total Bid: $156,412.00 Total Bid: $160,635.34 Total Bid: $162,743.26 Total Bid: $186,724.50
Progressive Contracting Sunroc
BID TABULATION2780 EAST & MALL DRIVE TRAFFIC SIGNAL
INQUIRY NO. 20-024
Bid Date: Tuesday, April 7, 2020; 4:00 p.m.
Total Estimate:
BidQty.
Item No. Item Description Unit
Interstate Rock ProductsTri-State Electric Feller EnterprisesEngineer's Estimate
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8 INCH SWL
12 INCH SWL
10+
00
11+
00
12+
00
13+
00
14+
00
15+
00
BP
: 10+
00.00
11' LANE
14' LANE
SHOULDER VARIES
11' LANE
TURN LANE
4 INCH SWL
4 INCH DYL
4 INCH SWL
8 INCH SWL
4 INCH SWL
4 INCH DYL
8 INCH SWL
4 INCH DYL
16' LA
NE
12' LA
NE
11' LA
NE
6' S
HO
ULD
ER
12' LA
NE
13
.5
' L
AN
E
13.5' LA
NE
PAVEMENT MARKING PAINT REQ'D
(12 INCH SWL)
14+03.63 RT 46.60 TO
14+03.63 LT 7.00
14+08.67 RT 49.13 TO
14+10.53 LT 35.39
14+17.62 RT 51.16 TO
14+19.60 LT 38.47 TO
14+70.26 LT 49.20 TO
14+73.15 RT 39.47 TO
14+17.62 RT 51.16
14+18.53 RT 60.17 TO
14+69.95 RT 49.34
14+23.15 LT 48.42 TO
14+68.60 LT 58.04
14+25.88 LT 59.56 TO
14+51.28 LT 59.56
14+38.78 RT 61.09 TO
14+67.26 RT 61.09
14+79.32 LT 47.48 TO
14+82.06 RT 36.45
14+86.13 LT 44.70 TO
14+86.13 RT 7.00
REMOVE PAVEMENT STRIPING REQ'D
10+14.90 RT 0.00 TO
20+00 LT 7.30
10+35.50 LT 11.80 TO
14+14.25 LT 32.60
10+57.70 RT 12.60 TO
18+73.25 RT 17.10
14+93.30 LT 12.90 TO
16+95.80 LT 18.00
17+82.30 RT 0.00 TO
20+00.00 RT 6.60
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PAVEMENT MARKING MESSAGES REQ'D
(LEFT TURN ARROW)
13+23.60 RT 0.00
13+23.60 RT 35.00
13+83.60 RT 0.00
13+83.60 RT 35.00
14+45.00 RT 81.00
14+45.00 RT 141.00
14+45.28 LT 79.56
SIGN
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AND
STRI
PING
PLA
N
SS-01
PBG
TAR
PAVEMENT MARKING PAINT REQ'D
(4 INCH DYL)
10+14.85 RT 0.00 TO
12+03.64 LT 7.00 TO
14+03.63 LT 7.00
10+14.85 RT 0.00 TO
12+03.64 RT 7.00
14+38.78 RT 61.09 TO
14+39.10 RT 161.09
14+51.20 LT 59.56 TO
14+51.20 LT 89.56
(4 INCH SWL)
10+35.46 LT 11.77 TO
12+03.64 LT 18.00 TO
14+10.15 LT 18.00
10+57.65 RT 12.60 TO
12+03.64 RT 18.00
14+61.78 RT 61.00 TO
14+62.10 RT 161.00
(8 INCH SWL)
13+03.60 RT 7.00 TO
14+03.63 RT 7.00
13+03.60 RT 18.00 TO
14+03.63 RT 18.00
14+51.10 RT 161.00 TO
14+50.80 RT 61.00
14+39.28 LT 59.50 TO
14+39.19 LT 89.52
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11' LANE
14' LANE
15' LANE
11' LANE
3' SHOULDER
15+
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16+
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17+
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18+
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19+
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20+
00
EP
: 20+
00.00
8 INCH SWL
4 INCH DYL
4 INCH S&BYL
4 INCH SWL
PAVEMENT MARKING PAINT REQ'D
(12 INCH SWL)
14+96.52 LT 7.00 TO
14+93.71 RT 46.57
15+03.99 LT 48.16 TO
14+98.41 RT 49.41
15+13.83 LT 56.52 TO
15+06.94 RT 52.81
15+09.69 LT 70.42 TO
15+31.65 LT 70.86
15+09.84 LT 65.42 TO
15+80.01 LT 65.75
15+13.83 LT 56.52 TO
15+83.39 LT 56.69
15+06.94 RT 52.81 TO
15+63.04 RT 52.86
15+08.47 RT 61.78 TO
15+61.35 RT 61.83
15+30.70 RT 66.57 TO
15+60.82 RT 66.82
15+76.01 RT 36.18 TO
15+83.39 LT 56.69
15+85.14 RT 32.30 TO
15+92.60 LT 54.71
15+92.39 RT 5.00 TO
15+97.53 LT 51.76
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2780 E
AS
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TR
AF
FIC
S
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NA
L
PAVEMENT MARKING MESSAGES REQ'D
(LEFT TURN ARROW)
15+06.13 RT 0.00
EXISTING ARROW
15+66.13 RT 0.00
15+66.13 LT 35.00
SIGN
ING
AND
STRI
PING
PLA
N
SS-02
PBG
TAR
PAVEMENT MARKING PAINT REQ'D
(4 INCH DYL)
14+86.13 RT 7.00 TO
16+86.13 RT 7.00
(4 INCH SWL)
14+81.46 RT 18.00 TO
18+73.14 RT 18.00
(4 INCH S&BYL)
16+86.13 LT 7.00 TO
20+00.00 LT 7.00
16+86.13 RT 7.00 TO
20+00.00 RT 7.00
(8 INCH SWL)
14+86.13 LT 29.00 TO
15+94.28 LT 29.00 TO
16+95.76 LT 18.00
14+86.13 LT 18.00 TO
16+95.76 LT 18.00
14+86.13 LT 7.00 TO
15+86.13 LT 7.00