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 bid tab 
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City of New Baltimore
BID 2008-2009 Road Maintenance Pr= oject   ESTIMATE QUANTITIES                              
20-Aug-08   FLORENCE CEMENT CO.   JAMES P. CON<= span style=3D'display:none'>TRACTING   ABC PAVING C<= span style=3D'display:none'>OMPANY                          
Se= ction I Base Street (Base Bid)   UNIT ESTIMATED UNIT ESTIMATED UNIT ESTIMATED                            
ITEM DESCRIPTION OF WORK ITEM UNIT PRICE TOTAL PRICE TOTAL PRICE TOTAL                            
1 MOBILIZATION  (5% MAX) LS 1  $       &nbs= p; 1,200.00  $       &nbs= p;   1,200.00  $   1,200.00  $       &nbs= p;  1,200.00  $    1,700.00  $       &nbs= p; 1,700.00                            
2 AUDIO-VIDEO COVERAGE LS 1  $       &nbs= p; 1,000.00  $       &nbs= p;   1,000.00  $   2,105.00  $       &nbs= p;  2,105.00  $      900.00 <= /td>  $       &nbs= p;    900.00                            
3 SOIL EROSION LS 1  $       &nbs= p; 2,000.00  $       &nbs= p;   2,000.00  $   1,640.00  $       &nbs= p;  1,640.00  $    1,600.00  $       &nbs= p; 1,600.00                            
4 PAVEMENT REMOVAL SY 309  $       &nbs= p;     20.00  $       &nbs= p;   6,180.00  $       10= .00  $       &nbs= p;  3,090.00  $        21.00  $       &nbs= p; 6,489.00                            
5 SUBGRADE UNDERCUTTING (ALLOWANCE)= CY 30  $       &nbs= p;     40.00  $       &nbs= p;   1,200.00  $       64= .30  $       &nbs= p;  1,929.00  $        90.00  $       &nbs= p; 2,700.00                            
6 HMA 1300T 20AAA, WEARING COURSE TN 30  $       &nbs= p;   170.00  $       &nbs= p;   5,100.00  $       82= .00  $       &nbs= p;  2,460.00  $      175.00 <= /td>  $       &nbs= p; 5,250.00                            
7 HMA 1300T 20AAA, LEVELING COURSE TN 45  $       &nbs= p;   125.00  $       &nbs= p;   5,625.00  $       78= .50  $       &nbs= p;  3,532.50  $      136.00 <= /td>  $       &nbs= p; 6,120.00                            
8 ROADWAY GRADING STA 2.4  $       &nbs= p; 1,000.00  $       &nbs= p;   2,400.00  $      200.00 <= /td>  $       &nbs= p;  4,800.00  $    1,000.00  $       &nbs= p; 2,400.00                            
9 SHOULDER CL3, 3 INCH LS 1  $       &nbs= p; 1,000.00  $       &nbs= p;   1,000.00  $   1,355.00  $       &nbs= p;  1,355.00  $    2,000.00  $       &nbs= p; 2,000.00                            
10 TRAFFIC CONTROL LS 1  $       &nbs= p; 1,000.00  $       &nbs= p;   1,000.00  $   3,000.00  $       &nbs= p;  3,000.00  $    3,600.00  $       &nbs= p; 3,600.00                            
11 CLEANUP AND RESTORATION SY 300  $       &nbs= p;       3.00  $       &nbs= p;      900.00  $       &nbs= p; 6.35  $       &nbs= p;  1,905.00  $       &nbs= p;  5.50  $       &nbs= p; 1,650.00                            
  SUBTOTAL OF SECTION I            $       27,605.00    $       27,016.50    $      34,409.0= 0                            
  Section I Base Street (Optional Bid)                                            
1 MOBILIZATION  (5% MAX) LS 1  $       &nbs= p;       1.00  $       &nbs= p;         1.00  $   2,200.00  $       &nbs= p;  2,200.00  $    2,700.00  $       &nbs= p; 2,700.00                            
2 AUDIO-VIDEO COVERAGE LS 1  $       &nbs= p;   300.00  $       &nbs= p;      300.00  $   2,000.00  $       &nbs= p;  2,000.00  $    1,000.00  $       &nbs= p; 1,000.00                            
3 SOIL EROSION LS 1  $       &nbs= p;       1.00  $       &nbs= p;         1.00  $   1,500.00  $       &nbs= p;  1,500.00  $    1,600.00  $       &nbs= p; 1,600.00                            
4 PAVEMENT REMOVAL SY 835  $       &nbs= p;     10.00  $       &nbs= p;   8,350.00  $       10= .00  $       &nbs= p;  8,350.00  $        13.50  $        11,272.50                            
5 SUBGRADE UNDERCUTTING (ALLOWANCE)= CY 50  $       &nbs= p;     40.00  $       &nbs= p;   2,000.00  $       64= .30  $       &nbs= p;  3,215.00  $        70.00  $       &nbs= p; 3,500.00                            
6 HMA 1300T 20AAA, WEARING COURSE TN 75  $       &nbs= p;   100.00  $       &nbs= p;   7,500.00  $       82= .00  $       &nbs= p;  6,150.00  $      140.00 <= /td>  $        10,500.00                            
7 HMA 1300T 20AAA, LEVELING COURSE TN 125  $       &nbs= p;     75.00  $       &nbs= p;   9,375.00  $       78= .50  $       &nbs= p;  9,812.50  $      100.00 <= /td>  $        12,500.00                            
8 ROADWAY GRADING STA 6.6  $       &nbs= p;   350.00  $       &nbs= p;   2,310.00  $   1,200.00  $       &nbs= p;  7,920.00  $      715.00 <= /td>  $       &nbs= p; 4,719.00                            
9 SHOULDER CL3, 3 INCH LS 1  $       &nbs= p; 2,000.00  $       &nbs= p;   2,000.00  $   2,710.00  $       &nbs= p;  2,710.00  $    2,000.00  $       &nbs= p; 2,000.00                            
10 TRAFFIC CONTROL LS 1  $       &nbs= p;   250.00  $       &nbs= p;      250.00  $   2,000.00  $       &nbs= p;  2,000.00  $    2,000.00  $       &nbs= p; 2,000.00                            
11 CLEANUP AND RESTORATION SY 625  $       &nbs= p;       3.00  $       &nbs= p;   1,875.00  $       &nbs= p; 6.35  $       &nbs= p;  3,968.75  $       &nbs= p;  5.43  $       &nbs= p; 3,393.75                            
  SUBTOTAL OF SECTION I (OPTIONAL BID)            $       33,962.00    $       49,826.25    $      55,185.2= 5                            
                                           
                                           
BID Section II      UNIT   ESTIMATED TOTAL   UNIT   ESTIMATED TOTAL   UNIT   ESTIMATED TOTAL                             
ITEM DESCRIPTION OF WORK ITEM UNIT ESTIMATED QUANTITIES  PRICE   AMOUNT   PRICE   AMOUNT   PRICE   AMOUNT                             
12 CONCRETE PAVEMENT REPAIR SY 876  $       &nbs= p;     61.00  $       &nbs= p; 53,436.00  $       75= .50  $       &nbs= p; 66,138.00  $        81.00  $        70,956.00                            
                                               
  SUBTOTAL SECTION 2           $       53,436.00    $       66,138.00    $      70,956.0= 0                            
       
BID Section III      UNIT   ESTIMATED TOTAL   UNIT   ESTIMATED TOTAL   UNIT   ESTIMATED TOTAL                             
ITEM DESCRIPTION OF WORK ITEM UNIT ESTIMATED QUANTITIES  PRICE   AMOUNT   PRICE   AMOUNT   PRICE   AMOUNT                             
13 HMA FULL DEPTH REPAIR SY 98  $       &nbs= p;     68.00  $       &nbs= p;   6,664.00  $       71= .75  $       &nbs= p;  7,031.50  $        81.00  $       &nbs= p; 7,938.00                            
14 REMOVE AND REPLACE HMA SURFACE SY 513  $       &nbs= p;     34.00  $       &nbs= p; 17,442.00  $       28= .70  $       &nbs= p; 14,723.10  $        35.00  $        17,955.00                            
                                               
  SUBTOTAL SECTION III           $       24,106.00    $       21,754.60    $      25,893.0= 0                            
&nb= sp; TOTAL BID COMBINATION        $     139,109.00    $     164,735.35    $    186,443.25
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