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 bid tab 
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BID HIGHV= IEW STREET RECONSTRUCTION AND WATERMAIN REPLACEMENT   ESTIMATED QUANTITIES PAMAR ENTERPRISES TELTOW CONTRACTIN= G BODDY CONSTRUCTIO= N MURRAY UNDERGROUN= D TYGER EXCAVATING<= /td> ABC PAVING COMPANY
Sep= tember 22,2008   UNIT ESTIMATED UNIT ESTIMATED UNIT ESTIMATED UNIT ESTIMATED UNIT ESTIMATED UNIT ESTIMATED
ITEM DESCRIPTION OF WORK ITEM UNIT PRICE TOTAL = AMOUNT PRICE TOTAL = AMOUNT PRICE TOTAL = AMOUNT PRICE TOTAL = AMOUNT PRICE TOTAL = AMOUNT PRICE TOTAL = AMOUNT
1 MOBILIZATION  (5% Max) LS 1  $       &nbs= p;        1,250.00  $       &nbs= p;        1,250.00  $       &nbs= p;            &= nbsp;      -    $       &nbs= p;            &= nbsp;      -    $       &nbs= p;        9,540.00  $       &nbs= p;        9,540.00  $       &nbs= p;      10,000.00  $       &nbs= p;      10,000.00  $       &nbs= p;      13,000.00  $       &nbs= p;      13,000.00  $       &nbs= p;        3,500.00  $       &nbs= p;        3,500.00
2 AUDIO-VIDEO COVERAGE LS 1  $       &nbs= p;        1,500.00  $       &nbs= p;        1,500.00  $       &nbs= p;           750.00  $       &nbs= p;           750.00  $       &nbs= p;        1,044.10  $       &nbs= p;        1,044.10  $       &nbs= p;        1,000.00  $       &nbs= p;        1,000.00  $       &nbs= p;        2,000.00  $       &nbs= p;        2,000.00  $       &nbs= p;        1,026.00  $       &nbs= p;        1,026.00
3 SOIL EROSION LS 1  $       &nbs= p;           350.00  $       &nbs= p;           350.00  $       &nbs= p;           750.00  $       &nbs= p;           750.00  $       &nbs= p;           927.50  $       &nbs= p;           927.50  $       &nbs= p;        1,000.00  $       &nbs= p;        1,000.00  $       &nbs= p;        1,500.00  $       &nbs= p;        1,500.00  $       &nbs= p;        1,444.11  $       &nbs= p;        1,444.11
4 PAVEMENT REMOVAL (1050) SY 1,050  $       &nbs= p;             11.00  $       &nbs= p;      11,550.00  $       &nbs= p;             15.00  $       &nbs= p;      15,750.00  $       &nbs= p;            &= nbsp;  3.71  $       &nbs= p;        3,895.50  $       &nbs= p;            &= nbsp;  4.50  $       &nbs= p;        4,725.00  $       &nbs= p;            &= nbsp;  5.00  $       &nbs= p;        5,250.00  $       &nbs= p;            &= nbsp;  3.59  $       &nbs= p;        3,769.50
5 REMOVE AND REPLACE CONCRETE SIDEWALK SY 15  $       &nbs= p;             30.00  $       &nbs= p;           450.00  $       &nbs= p;            &= nbsp;  8.00  $       &nbs= p;           120.00  $       &nbs= p;             74.30  $       &nbs= p;        1,114.50  $       &nbs= p;             38.25  $       &nbs= p;           573.75  $       &nbs= p;             40.00  $       &nbs= p;           600.00  $       &nbs= p;             71.30  $       &nbs= p;        1,069.50
6 REMOVE, STORE AND RELAY BRICK PAVER DRIVES SY 100  $       &nbs= p;            &= nbsp;  8.00  $       &nbs= p;           800.00  $       &nbs= p;             20.00  $       &nbs= p;        2,000.00  $       &nbs= p;             42.86  $       &nbs= p;        4,286.00  $       &nbs= p;             45.00  $       &nbs= p;        4,500.00  $       &nbs= p;             40.00  $       &nbs= p;        4,000.00  $       &nbs= p;             86.17  $       &nbs= p;        8,617.00
7 SUBGRADE UNDERCUTTING (ALLOWANCE) CY 100  $       &nbs= p;             30.00  $       &nbs= p;        3,000.00  $       &nbs= p;             35.00  $       &nbs= p;        3,500.00  $       &nbs= p;             24.96  $       &nbs= p;        2,496.00  $       &nbs= p;             25.00  $       &nbs= p;        2,500.00  $       &nbs= p;             13.00  $       &nbs= p;        1,300.00  $       &nbs= p;             42.27  $       &nbs= p;        4,227.00
8 ROADWAY GRADING STA 7  $       &nbs= p;           400.00  $       &nbs= p;        2,800.00  $       &nbs= p;        1,145.00  $       &nbs= p;        8,015.00  $       &nbs= p;           318.00  $       &nbs= p;        2,226.00  $       &nbs= p;           900.00  $       &nbs= p;        6,300.00  $       &nbs= p;        1,000.00  $       &nbs= p;        7,000.00  $       &nbs= p;        3,087.34  $       &nbs= p;      21,611.38
9 HMA 4C, WEARING COURSE TN 195  $       &nbs= p;             95.00  $       &nbs= p;      18,525.00  $       &nbs= p;             91.00  $       &nbs= p;      17,745.00  $       &nbs= p;             74.20  $       &nbs= p;      14,469.00  $       &nbs= p;             95.00  $       &nbs= p;      18,525.00  $       &nbs= p;             89.00  $       &nbs= p;      17,355.00  $       &nbs= p;           113.00  $       &nbs= p;      22,035.00
10 HMA 3C, WEARING COURSE TN 325  $       &nbs= p;             62.00  $       &nbs= p;      20,150.00  $       &nbs= p;             60.00  $       &nbs= p;      19,500.00  $       &nbs= p;             68.90  $       &nbs= p;      22,392.50  $       &nbs= p;             63.00  $       &nbs= p;      20,475.00  $       &nbs= p;             59.00  $       &nbs= p;      19,175.00  $       &nbs= p;             80.02  $       &nbs= p;      26,006.50
11 HMA 1300T 20AAA, WEARING COURSE TN 19  $       &nbs= p;           114.00  $       &nbs= p;        2,166.00  $       &nbs= p;           114.00  $       &nbs= p;        2,166.00  $       &nbs= p;             79.50  $       &nbs= p;        1,510.50  $       &nbs= p;           114.00  $       &nbs= p;        2,166.00  $       &nbs= p;           114.00  $       &nbs= p;        2,166.00  $       &nbs= p;           128.07  $       &nbs= p;        2,433.33
12 HMA 1300L 20AAA, LEVELING COURSE TN 31  $       &nbs= p;             77.00  $       &nbs= p;        2,387.00  $       &nbs= p;             80.00  $       &nbs= p;        2,480.00  $       &nbs= p;             79.50  $       &nbs= p;        2,464.50  $       &nbs= p;             81.00  $       &nbs= p;        2,511.00  $       &nbs= p;             77.00  $       &nbs= p;        2,387.00  $       &nbs= p;           103.79  $       &nbs= p;        3,217.49
13 AGGREGRATE BASE, 8 INCH SY 1050  $       &nbs= p;             19.00  $       &nbs= p;      19,950.00  $       &nbs= p;            &= nbsp;  8.00  $       &nbs= p;        8,400.00  $       &nbs= p;            &= nbsp;  7.25  $       &nbs= p;        7,612.50  $       &nbs= p;            &= nbsp;  6.70  $       &nbs= p;        7,035.00  $       &nbs= p;            &= nbsp;  7.00  $       &nbs= p;        7,350.00  $       &nbs= p;            &= nbsp;  8.70  $       &nbs= p;        9,135.00
14 AGGREGRATE BASE, 4 INCH CONCRETE APPROACHES SY 350  $       &nbs= p;            &= nbsp;  0.25  $       &nbs= p;             87.50  $       &nbs= p;            &= nbsp;  6.00  $       &nbs= p;        2,100.00  $       &nbs= p;            &= nbsp;  3.62  $       &nbs= p;        1,267.00  $       &nbs= p;            &= nbsp;  3.50  $       &nbs= p;        1,225.00  $       &nbs= p;            &= nbsp;  4.50  $       &nbs= p;        1,575.00  $       &nbs= p;            &= nbsp;  6.68  $       &nbs= p;        2,338.00
15 CONCRETE APPROACH, 6 INCH SY 126  $       &nbs= p;             35.00  $       &nbs= p;        4,410.00  $       &nbs= p;             38.00  $       &nbs= p;        4,788.00  $       &nbs= p;             48.14  $       &nbs= p;        6,065.64  $       &nbs= p;             36.00  $       &nbs= p;        4,536.00  $       &nbs= p;             30.00  $       &nbs= p;        3,780.00  $       &nbs= p;             48.30  $       &nbs= p;        6,085.80
16 DR STRUCTURE, 3' DIA EA 4  $       &nbs= p;           250.00  $       &nbs= p;        1,000.00  $       &nbs= p;        1,000.00  $       &nbs= p;        4,000.00  $       &nbs= p;        1,272.00  $       &nbs= p;        5,088.00  $       &nbs= p;        1,020.00  $       &nbs= p;        4,080.00  $       &nbs= p;           700.00  $       &nbs= p;        2,800.00  $       &nbs= p;        1,444.11  $       &nbs= p;        5,776.44
17 ADJUST STRUCTURE EA 2  $       &nbs= p;           100.00  $       &nbs= p;           200.00  $       &nbs= p;           350.00  $       &nbs= p;           700.00  $       &nbs= p;           445.20  $       &nbs= p;           890.40  $       &nbs= p;           100.00  $       &nbs= p;           200.00  $       &nbs= p;           200.00  $       &nbs= p;           400.00  $       &nbs= p;           228.79  $       &nbs= p;           457.58
18 DRAINAGE STRUCTURE, FRAME AND COVERS LB 1125  $       &nbs= p;            &= nbsp;  2.00  $       &nbs= p;        2,250.00  $       &nbs= p;            &= nbsp;  1.00  $       &nbs= p;        1,125.00  $       &nbs= p;            &= nbsp;  1.11  $       &nbs= p;        1,248.75  $       &nbs= p;            &= nbsp;  1.20  $       &nbs= p;        1,350.00  $       &nbs= p;            &= nbsp;  1.00  $       &nbs= p;        1,125.00  $       &nbs= p;            &= nbsp;  1.44  $       &nbs= p;        1,620.00
19 8 INCH PVC SCHEDULE 40 LF 86  $       &nbs= p;             15.00  $       &nbs= p;        1,290.00  $       &nbs= p;             30.00  $       &nbs= p;        2,580.00  $       &nbs= p;             23.15  $       &nbs= p;        1,990.90  $       &nbs= p;             21.00  $       &nbs= p;        1,806.00  $       &nbs= p;             45.00  $       &nbs= p;        3,870.00  $       &nbs= p;             23.77  $       &nbs= p;        2,044.22
20 TEMPORARY WATERMAIN SUPPLY LS 1  $       &nbs= p;        5,500.00  $       &nbs= p;        5,500.00  $       &nbs= p;        2,500.00  $       &nbs= p;        2,500.00  $       &nbs= p;        7,155.00  $       &nbs= p;        7,155.00  $       &nbs= p;        8,600.00  $       &nbs= p;        8,600.00  $       &nbs= p;        6,500.00  $       &nbs= p;        6,500.00  $       &nbs= p;        6,354.09  $       &nbs= p;        6,354.09
21 4 INCH TO 8 INCH PIPE BURSTING HDPE (DIPS) DR9 LF 438  $       &nbs= p;             77.00  $       &nbs= p;      33,726.00  $       &nbs= p;             78.30  $       &nbs= p;      34,295.40  $       &nbs= p;             90.09  $       &nbs= p;      39,459.42  $       &nbs= p;             77.00  $       &nbs= p;      33,726.00  $       &nbs= p;             80.00  $       &nbs= p;      35,040.00  $       &nbs= p;             88.96  $       &nbs= p;      38,964.48
22 8 INCH DI CL54 WATERMAIN LF 693  $       &nbs= p;             55.00  $       &nbs= p;      38,115.00  $       &nbs= p;             50.00  $       &nbs= p;      34,650.00  $       &nbs= p;             50.19  $       &nbs= p;      34,781.67  $       &nbs= p;             66.00  $       &nbs= p;      45,738.00  $       &nbs= p;             99.00  $       &nbs= p;      68,607.00  $       &nbs= p;             65.27  $       &nbs= p;      45,232.11
23 8 INCH GATE V= ALVE AND WELL EA 1  $       &nbs= p;        2,000.00  $       &nbs= p;        2,000.00  $       &nbs= p;        3,000.00  $       &nbs= p;        3,000.00  $       &nbs= p;        2,656.36  $       &nbs= p;        2,656.36  $       &nbs= p;        2,900.00  $       &nbs= p;        2,900.00  $       &nbs= p;        2,500.00  $       &nbs= p;        2,500.00  $       &nbs= p;        2,498.26  $       &nbs= p;        2,498.26
24 8 INCH X 20 I= NCH T.S.V. AND WELL EA 1  $       &nbs= p;        3,000.00  $       &nbs= p;        3,000.00  $       &nbs= p;        8,000.00  $       &nbs= p;        8,000.00  $       &nbs= p;        5,351.94  $       &nbs= p;        5,351.94  $       &nbs= p;      12,500.00  $       &nbs= p;      12,500.00  $       &nbs= p;        8,500.00  $       &nbs= p;        8,500.00  $       &nbs= p;        8,247.73  $       &nbs= p;        8,247.73
25 STANDARD HYDRANT ASSEMBLY EA 3  $       &nbs= p;        2,000.00  $       &nbs= p;        6,000.00  $       &nbs= p;        3,000.00  $       &nbs= p;        9,000.00  $       &nbs= p;        3,763.00  $       &nbs= p;      11,289.00  $       &nbs= p;        2,300.00  $       &nbs= p;        6,900.00  $       &nbs= p;        2,700.00  $       &nbs= p;        8,100.00  $       &nbs= p;        3,368.56  $       &nbs= p;      10,105.68
26 LONG SIDE WATER SERVICE TRANSFER EA 13  $       &nbs= p;           200.00  $       &nbs= p;        2,600.00  $       &nbs= p;           950.00  $       &nbs= p;      12,350.00  $       &nbs= p;           853.01  $       &nbs= p;      11,089.13  $       &nbs= p;           950.00  $       &nbs= p;      12,350.00  $       &nbs= p;           750.00  $       &nbs= p;        9,750.00  $       &nbs= p;        2,081.05  $       &nbs= p;      27,053.65
27 SHORT SIDE WATER SERVICE TRANSFER EA  8  $       &nbs= p;           150.00  $       &nbs= p;        1,200.00  $       &nbs= p;           450.00  $       &nbs= p;        3,600.00  $       &nbs= p;           334.79  $       &nbs= p;        2,678.32  $       &nbs= p;           700.00  $       &nbs= p;        5,600.00  $       &nbs= p;           400.00  $       &nbs= p;        3,200.00  $       &nbs= p;           938.29  $       &nbs= p;        7,506.32
28 CURB STOP AND BOX EA 21  $       &nbs= p;             50.00  $       &nbs= p;        1,050.00  $       &nbs= p;           100.00  $       &nbs= p;        2,100.00  $       &nbs= p;           172.28  $       &nbs= p;        3,617.88  $       &nbs= p;           425.00  $       &nbs= p;        8,925.00  $       &nbs= p;           200.00  $       &nbs= p;        4,200.00  $       &nbs= p;           343.67  $       &nbs= p;        7,217.07
29 ABONDONON EXISTING WATERMAIN SYSTEM LS 1  $       &nbs= p;           500.00  $       &nbs= p;           500.00  $       &nbs= p;           500.00  $       &nbs= p;           500.00  $       &nbs= p;        1,267.38  $       &nbs= p;        1,267.38  $       &nbs= p;        1,500.00  $       &nbs= p;        1,500.00  $       &nbs= p;        3,000.00  $       &nbs= p;        3,000.00  $       &nbs= p;        3,770.87  $       &nbs= p;        3,770.87
30 TRAFFIC CONTROL LS 1  $       &nbs= p;        5,000.00  $       &nbs= p;        5,000.00  $       &nbs= p;        1,000.00  $       &nbs= p;        1,000.00  $       &nbs= p;        3,894.44  $       &nbs= p;        3,894.44  $       &nbs= p;        5,000.00  $       &nbs= p;        5,000.00  $       &nbs= p;      10,000.00  $       &nbs= p;      10,000.00  $       &nbs= p;        6,354.09  $       &nbs= p;        6,354.09
31 GRADING AND RESTORATION SY  1670  $       &nbs= p;            &= nbsp;  5.00  $       &nbs= p;        8,350.00  $       &nbs= p;            &= nbsp;  5.50  $       &nbs= p;        9,185.00  $       &nbs= p;            &= nbsp;  4.35  $       &nbs= p;        7,264.50  $       &nbs= p;            &= nbsp;  4.20  $       &nbs= p;        7,014.00  $       &nbs= p;            &= nbsp;  3.50  $       &nbs= p;        5,845.00  $       &nbs= p;            &= nbsp;  4.63  $       &nbs= p;        7,732.10
  TOTAL BID FOR ALL UNIT PRICES        $       &nbs= p;    201,156.50    $       &nbs= p;    216,649.40    $       &nbs= p;    221,034.33    $       &nbs= p;    245,260.75    $       &nbs= p;    261,875.00    $       &nbs= p;    297,450.30
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