If you would like to download a copy of this file click here
  For additional information on Contract Number (QA1555180) click here


		  		                                                                                                                                   
MARYLAND STATE HIGHWAY ADMINISTRATION 11/28/2018          
          
TABULATION OF BIDS           
          
Proposal No: QA1555180 Call Order: 202 Counties: QUEEN ANNE'S          
Letting Date: 11/20/2018 12:00 PM District: 5 Contract Time : 08/31/2019 Completion Date          
Projects: QA1555180          
Proposal Description: CULVERT REPLACEMENTS STRUCTURE NO. 17075X0, 17077X0, 17080X0, 17081X0, 17085X0 ON MD 309 (          
STARR ROAD) OVER BRANCH OF NORWICH CREEK          
          
          
          
_________________________________________________________________________________________________________________________          
Rank Name Total Bid % Over Low Bid          
_________________________________________________________________________________________________________________________          
1 DAVID A. BRAMBLE, INC. 872,741.41000 100.00          
2 ECM CORPORATION 927,280.40000 106.25          
3 GEORGE & LYNCH, INC. 1,328,088.65000 152.17          
_________________________________________________________________________________________________________________________          
          
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------          
LINE NO ITEM CODE ITEM DESCRIPTION | UOM | QUANTITY | DAVID A. BRAMBLE, INC. | ECM CORPORATION | GEORGE & LYNCH, INC. |          
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------          
UNIT PRICE | AMOUNT | UNIT PRICE | AMOUNT | UNIT PRICE | AMOUNT |          
PRELIMINARY          
          
1001 110350 TYPE B ENGINEERS OFFICE | LS | 1.00000 | 20,000.00000 | 20,000.00000 | 20,000.00000 | 20,000.00000 | 35,850.00000 | 35,850.00000 |          
1002 110500 PRICE ADJUSTMENT FOR DIESEL FUEL | EA | 1,000.00000 | 1.00000 | 1,000.00000 | 1.00000 | 1,000.00000 | 1.00000 | 1,000.00000 |          
1003 114006 5 INCH YELLOW PAVEMENT MARKING PAIN | LF | 2,000.00000 | .01000 | 20.00000 | 1.85000 | 3,700.00000 | .01000 | 20.00000 |          
1004 114011 5 INCH WHITE PAVEMENT MARKING PAINT | LF | 2,000.00000 | .01000 | 20.00000 | 1.85000 | 3,700.00000 | .01000 | 20.00000 |          
1005 114216 5 INCH YELLOW REMOVABLE PAVEMENT LI | LF | 2,000.00000 | .01000 | 20.00000 | 2.00000 | 4,000.00000 | .01000 | 20.00000 |          
1006 114221 5 INCH WHITE REMOVABLE PAVEMENT LIN | LF | 2,000.00000 | .01000 | 20.00000 | 2.00000 | 4,000.00000 | .01000 | 20.00000 |          
1007 114302 8 INCH BLACK OUT TAPE LINES | LF | 6,000.00000 | .01000 | 60.00000 | 2.00000 | 12,000.00000 | .01000 | 60.00000 |          
1008 114306 REMOVAL OF BLACK OUT TAPE LINES-ANY | LF | 6,000.00000 | .01000 | 60.00000 | 2.00000 | 12,000.00000 | .01000 | 60.00000 |          
1009 120500 MAINTENANCE OF TRAFFIC | LS | 1.00000 | 50,000.00000 | 50,000.00000 | 38,000.00000 | 38,000.00000 | 152,000.00000 | 152,000.00000 |          
1010 120555 GRADED AGGREGATE BASE FOR MAINTENAN | TON | 50.00000 | .01000 | .50000 | 38.00000 | 1,900.00000 | 72.40000 | 3,620.00000 |          
1011 120562 ASPHALT FOR MAINTENANCE OF TRAFFIC | TON | 50.00000 | .01000 | .50000 | 125.00000 | 6,250.00000 | 114.10000 | 5,705.00000 |          
1012 120625 TEMPORARY TRAFFIC SIGNS HIGH PERFOR | SF | 750.00000 | .01000 | 7.50000 | 22.00000 | 16,500.00000 | 50.00000 | 37,500.00000 |          
1013 120743 TYPE III BARRICADE FOR MAINTENANCE | EA | 12.00000 | .01000 | .12000 | 220.00000 | 2,640.00000 | 194.25000 | 2,331.00000 |          
1014 120784 TEMPORARY ORANGE CONSTRUCTION FENCE | LF | 83.00000 | 10.00000 | 830.00000 | 4.00000 | 332.00000 | 4.35000 | 361.05000 |          
1015 120820 DRUMS FOR MAINTENANCE OF TRAFFIC | EA | 250.00000 | .01000 | 2.50000 | 82.00000 | 20,500.00000 | .01000 | 2.50000 |          
1016 120860 PORTABLE VARIABLE MESSAGE SIGN | UD | 60.00000 | 100.00000 | 6,000.00000 | 150.00000 | 9,000.00000 | 80.15000 | 4,809.00000 |          
1017 120890 PROTECTION VEHICLE | UD | 100.00000 | .01000 | 1.00000 | 185.00000 | 18,500.00000 | 437.00000 | 43,700.00000 |          
1018 130840 CONSTRUCTION STAKEOUT | LS | 1.00000 | 12,000.00000 | 12,000.00000 | 28,000.00000 | 28,000.00000 | 31,500.00000 | 31,500.00000 |          
1019 130850 MOBILIZATION | LS | 1.00000 | 70,000.00000 | 70,000.00000 | 75,000.00000 | 75,000.00000 | 117,250.00000 | 117,250.00000 |          
          
PRELIMINARY ITEMS TOTAL : | 160,042.12000 | 277,022.00000 | 435,828.55000 |          
          
GRADING          
          
2001 201020 TRIMMING EXISTING DITCHES | LF | 272.00000 | 10.00000 | 2,720.00000 | 20.00000 | 5,440.00000 | 29.35000 | 7,983.20000 |          
2002 201030 CLASS 1 EXCAVATION | CY | 300.00000 | 10.00000 | 3,000.00000 | 40.00000 | 12,000.00000 | 41.10000 | 12,330.00000 |          
2003 201031 CLASS 1-A EXCAVATION | CY | 20.00000 | .01000 | .20000 | 65.00000 | 1,300.00000 | 66.00000 | 1,320.00000 |          
2004 202050 SELECT BORROW | CY | 20.00000 | 100.00000 | 2,000.00000 | 40.00000 | 800.00000 | 75.55000 | 1,511.00000 |          
2005 202065 COMMON BORROW | CY | 8.00000 | 30.00000 | 240.00000 | 100.00000 | 800.00000 | 88.95000 | 711.60000 |          
2006 203030 TEST PIT EXCAVATION | CY | 25.00000 | 100.00000 | 2,500.00000 | 200.00000 | 5,000.00000 | 135.00000 | 3,375.00000 |          
          
GRADING ITEMS TOTAL : | 10,460.20000 | 25,340.00000 | 27,230.80000 |          
          
DRAINAGE          
          
3001 300000-EA . 48 INCH DIAMETER CONCRETE PIPE EN | EA | 2.00000 | 3,100.00000 | 6,200.00000 | 8,800.00000 | 17,600.00000 | 5,504.00000 | 11,008.00000 |          
3002 300000-LS . REMOVAL OF EXISTING STRUCTURE NO. | LS | 1.00000 | 1,000.00000 | 1,000.00000 | 6,500.00000 | 6,500.00000 | 3,724.00000 | 3,724.00000 |          
3003 300000-LS . REMOVAL OF EXISTING STRUCTURE NO. | LS | 1.00000 | 1,000.00000 | 1,000.00000 | 6,500.00000 | 6,500.00000 | 8,045.00000 | 8,045.00000 |          
3004 300000-LS . TIMBER CONSTRUCTION MAT | LS | 1.00000 | 5,000.00000 | 5,000.00000 | 5,000.00000 | 5,000.00000 | 2,812.00000 | 2,812.00000 |          
3005 302448 48 INCH REINFORCED CONCRETE PIPE, C | LF | 60.00000 | 510.00000 | 30,600.00000 | 225.00000 | 13,500.00000 | 261.20000 | 15,672.00000 |          
3006 312429 29 INCH X 45 INCH HORIZONTAL ELLIPT | LF | 48.00000 | 550.00000 | 26,400.00000 | 225.00000 | 10,800.00000 | 241.55000 | 11,594.40000 |          
3007 363329 STANDARD CONCRETE END SECTION HORIZ | EA | 2.00000 | 2,700.00000 | 5,400.00000 | 8,800.00000 | 17,600.00000 | 5,124.00000 | 10,248.00000 |          
3008 388160 FILTER BAG | EA | 5.00000 | .01000 | .05000 | 660.00000 | 3,300.00000 | 1,486.00000 | 7,430.00000 |          
3009 390321 CLASS I RIPRAP FOR SLOPE AND CHANNE | SY | 106.00000 | 70.00000 | 7,420.00000 | 68.00000 | 7,208.00000 | 160.00000 | 16,960.00000 |          
3010 390322 CLASS II RIPRAP FOR SLOPE AND CHANN | SY | 17.00000 | 100.00000 | 1,700.00000 | 115.00000 | 1,955.00000 | 217.00000 | 3,689.00000 |          
          
DRAINAGE ITEMS TOTAL : | 84,720.05000 | 89,963.00000 | 91,182.40000 |          
          
STRUCTURES          
          
4001 400000-CY . AGGREGATE BEDDING AND BACKFILL US | CY | 102.00000 | 70.00000 | 7,140.00000 | 38.00000 | 3,876.00000 | 88.00000 | 8,976.00000 |          
4002 400000-CY . AGGREGATE BEDDING AND BACKFILL US | CY | 124.00000 | 70.00000 | 8,680.00000 | 38.00000 | 4,712.00000 | 88.00000 | 10,912.00000 |          
4003 400000-CY . AGGREGATE BEDDING AND BACKFILL US | CY | 89.00000 | 70.00000 | 6,230.00000 | 38.00000 | 3,382.00000 | 88.00000 | 7,832.00000 |          
4004 400000-CY . AGGREGATE BEDDING AND BACKFILL US | CY | 85.00000 | 70.00000 | 5,950.00000 | 38.00000 | 3,230.00000 | 88.00000 | 7,480.00000 |          
4005 400000-CY . AGGREGATE BEDDING AND BACKFILL US | CY | 86.00000 | 70.00000 | 6,020.00000 | 38.00000 | 3,268.00000 | 88.00000 | 7,568.00000 |          
4006 410005 MAINTENANCE OF STREAM FLOW FOR STRU | LS | 1.00000 | 10,000.00000 | 10,000.00000 | 6,000.00000 | 6,000.00000 | 10,210.00000 | 10,210.00000 |          
4007 410005 MAINTENANCE OF STREAM FLOW FOR STRU | LS | 1.00000 | 10,000.00000 | 10,000.00000 | 6,000.00000 | 6,000.00000 | 17,110.00000 | 17,110.00000 |          
4008 410005 MAINTENANCE OF STREAM FLOW FOR STRU | LS | 1.00000 | 15,000.00000 | 15,000.00000 | 6,000.00000 | 6,000.00000 | 19,337.00000 | 19,337.00000 |          
4009 410215 REMOVAL OF EXISTING STRUCTURE FOR S | LS | 1.00000 | 1,000.00000 | 1,000.00000 | 6,500.00000 | 6,500.00000 | 7,965.00000 | 7,965.00000 |          
4010 410215 REMOVAL OF EXISTING STRUCTURE FOR S | LS | 1.00000 | 1,000.00000 | 1,000.00000 | 6,500.00000 | 6,500.00000 | 6,107.00000 | 6,107.00000 |          
4011 410215 REMOVAL OF EXISTING STRUCTURE NO. 1 | LS | 1.00000 | 1,000.00000 | 1,000.00000 | 6,500.00000 | 6,500.00000 | 3,245.00000 | 3,245.00000 |          
4012 417105 CLASS 3 EXCAVATION FOR STRUCTURE NO | CY | 137.00000 | 10.00000 | 1,370.00000 | 90.00000 | 12,330.00000 | 40.00000 | 5,480.00000 |          
4013 417105 CLASS 3 EXCAVATION FOR STRUCTURE NO | CY | 151.00000 | .01000 | 1.51000 | 90.00000 | 13,590.00000 | 40.00000 | 6,040.00000 |          
4014 417105 CLASS 3 EXCAVATION FOR STRUCTURE NO | CY | 131.00000 | 10.00000 | 1,310.00000 | 90.00000 | 11,790.00000 | 40.00000 | 5,240.00000 |          
4015 417105 CLASS 3 EXCAVATION FOR STRUCTURE NO | CY | 95.00000 | .01000 | .95000 | 90.00000 | 8,550.00000 | 40.00000 | 3,800.00000 |          
4016 417105 CLASS 3 EXCAVATION FOR STRUCTURE NO | CY | 131.00000 | 10.00000 | 1,310.00000 | 90.00000 | 11,790.00000 | 40.00000 | 5,240.00000 |          
4017 440105 SINGLE REINFORCED CONCRETE BOX CULV | LS | 1.00000 | 57,500.00000 | 57,500.00000 | 36,000.00000 | 36,000.00000 | 48,920.00000 | 48,920.00000 |          
4018 440105 SINGLE REINFORCED CONCRETE BOX CULV | LS | 1.00000 | 60,000.00000 | 60,000.00000 | 36,000.00000 | 36,000.00000 | 49,300.00000 | 49,300.00000 |          
4019 440105 SINGLE REINFORCED CONCRETE BOX CULV | LS | 1.00000 | 64,000.00000 | 64,000.00000 | 42,000.00000 | 42,000.00000 | 55,390.00000 | 55,390.00000 |          
          
STRUCTURES ITEMS TOTAL : | 257,512.46000 | 228,018.00000 | 286,152.00000 |          
          
PAVING          
          
5001 504500 SUPERPAVE ASPHALT MIX 9.5MM FOR SUR | TON | 340.00000 | 130.00000 | 44,200.00000 | 110.00000 | 37,400.00000 | 213.00000 | 72,420.00000 |          
5002 504518 SUPERPAVE ASPHALT MIX 9.5MM FOR WED | TON | 48.00000 | .01000 | .48000 | 110.00000 | 5,280.00000 | 196.00000 | 9,408.00000 |          
5003 504560 SUPERPAVE ASPHALT MIX 19.0MM FOR BA | TON | 333.00000 | 130.00000 | 43,290.00000 | 105.00000 | 34,965.00000 | 230.00000 | 76,590.00000 |          
5004 504564 SUPERPAVE ASPHALT MIX 19.0MM FOR FU | TON | 480.00000 | 130.00000 | 62,400.00000 | 105.00000 | 50,400.00000 | 169.00000 | 81,120.00000 |          
5005 504600 PRICE ADJUSTMENT FOR ASPHALT BINDER | EA | 2,000.00000 | 1.00000 | 2,000.00000 | 1.00000 | 2,000.00000 | 1.00000 | 2,000.00000 |          
5006 504605 PAYMENT ADJUSTMENT FOR PAVEMENT DEN | EA | 2,000.00000 | 1.00000 | 2,000.00000 | 1.00000 | 2,000.00000 | 1.00000 | 2,000.00000 |          
5007 504615 PAYMENT ADJUSTMENT FOR ASPHALT MIXT | EA | 2,000.00000 | 1.00000 | 2,000.00000 | 1.00000 | 2,000.00000 | 1.00000 | 2,000.00000 |          
5008 508012 FINE MILLING ASPHALT PAVEMENT 1 INC | SY | 3,311.00000 | 5.50000 | 18,210.50000 | 4.50000 | 14,899.50000 | 10.77000 | 35,659.47000 |          
5010 549401 5 INCH WHITE THERMOPLASTIC PAVEMENT | LF | 1,505.00000 | 1.20000 | 1,806.00000 | 1.25000 | 1,881.25000 | 2.10000 | 3,160.50000 |          
5011 549403 5 INCH YELLOW THERMOPLASTIC PAVEMEN | LF | 918.00000 | 1.20000 | 1,101.60000 | 1.55000 | 1,422.90000 | 2.10000 | 1,927.80000 |          
5012 549617 24 INCH WHITE PREFORMED THERMOPLAST | LF | 20.00000 | 20.00000 | 400.00000 | 12.00000 | 240.00000 | 29.00000 | 580.00000 |          
5013 549722 RECESSED SNOWPLOWABLE RAISED PAVEME | EA | 20.00000 | 100.00000 | 2,000.00000 | 80.00000 | 1,600.00000 | 100.00000 | 2,000.00000 |          
5014 549765 REMOVAL OF EXISTING SNOWPLOWABLE RA | EA | 20.00000 | 10.00000 | 200.00000 | 60.00000 | 1,200.00000 | 56.50000 | 1,130.00000 |          
5015 571205 REMOVAL OF UNSUITABLE MATERIAL AND | CY | 50.00000 | 50.00000 | 2,500.00000 | 120.00000 | 6,000.00000 | 146.45000 | 7,322.50000 |          
5016 500000-TON. GRADED AGGREGATE BASE COURSE | TON | 235.00000 | 50.00000 | 11,750.00000 | 25.00000 | 5,875.00000 | 98.45000 | 23,135.75000 |          
          
PAVING ITEMS TOTAL : | 193,858.58000 | 167,163.65000 | 320,454.02000 |          
          
SHOULDERS          
          
6001 616251 CRUSHER RUN AGGREGATE CR-6 FOR SHOU | SY | 347.00000 | 20.00000 | 6,940.00000 | 22.00000 | 7,634.00000 | 35.80000 | 12,422.60000 |          
6002 660650 TRAFFIC BARRIER W BEAM USING 8 FOOT | LF | 1,504.00000 | 30.00000 | 45,120.00000 | 32.00000 | 48,128.00000 | 30.45000 | 45,796.80000 |          
6003 661510 TYPE C TRAFFIC BARRIER END TREATMEN | EA | 19.00000 | 3,200.00000 | 60,800.00000 | 3,000.00000 | 57,000.00000 | 2,835.00000 | 53,865.00000 |          
6004 661544 TYPE L TRAFFIC BARRIER ANCHORAGE US | EA | 2.00000 | 1,000.00000 | 2,000.00000 | 1,200.00000 | 2,400.00000 | 892.50000 | 1,785.00000 |          
6005 662325 REMOVAL AND DISPOSAL OF EXISTING TR | LF | 88.00000 | 10.00000 | 880.00000 | 5.00000 | 440.00000 | 8.40000 | 739.20000 |          
6006 670200 W BEAM BARRIER REFLECTIVE DELINEATO | EA | 17.00000 | 4.50000 | 76.50000 | 8.00000 | 136.00000 | 8.40000 | 142.80000 |          
          
SHOULDERS ITEMS TOTAL : | 115,816.50000 | 115,738.00000 | 114,751.40000 |          
          
LANDSCAPING          
          
7001 705405 TEMPORARY SEED | SY | 2,659.00000 | 2.00000 | 5,318.00000 | .25000 | 664.75000 | .01000 | 26.59000 |          
7002 705412 TEMPORARY MULCH | SY | 2,659.00000 | 1.50000 | 3,988.50000 | 1.00000 | 2,659.00000 | .01000 | 26.59000 |          
7003 708220 TURFGRASS SOD ESTABLISHMENT | SY | 2,659.00000 | 10.00000 | 26,590.00000 | 2.00000 | 5,318.00000 | 14.20000 | 37,757.80000 |          
          
LANDSCAPING ITEMS TOTAL : | 35,896.50000 | 8,641.75000 | 37,810.98000 |          
          
TRAFFIC          
          
8001 800000-EA . CLASS II PIEZO AXLE SENSOR WITH 1 | EA | 2.00000 | 4,500.00000 | 9,000.00000 | 5,000.00000 | 10,000.00000 | 3,639.00000 | 7,278.00000 |          
8002 801104 WOOD SIGN SUPPORTS 4 INCH X 4 INCH | LF | 13.00000 | 20.00000 | 260.00000 | 18.00000 | 234.00000 | 31.50000 | 409.50000 |          
8003 801605 SHEET ALUMINUM SIGNS | SF | 5.00000 | 45.00000 | 225.00000 | 42.00000 | 210.00000 | 90.00000 | 450.00000 |          
8004 801711 REMOVE EXISTING GROUND MOUNTED SIGN | SF | 5.00000 | 20.00000 | 100.00000 | 20.00000 | 100.00000 | 34.00000 | 170.00000 |          
8005 805160 1 INCH LIQUID TIGHT FLEXIBLE NON-ME | LF | 30.00000 | 20.00000 | 600.00000 | 20.00000 | 600.00000 | 19.70000 | 591.00000 |          
8006 862101 LOOP WIRE ENCASED IN FLEXIBLE TUBIN | LF | 600.00000 | 2.75000 | 1,650.00000 | 2.75000 | 1,650.00000 | 1.05000 | 630.00000 |          
8007 862102 SAW CUT FOR SIGNAL (LOOP DETECTOR) | LF | 200.00000 | 13.00000 | 2,600.00000 | 13.00000 | 2,600.00000 | 25.75000 | 5,150.00000 |          
          
TRAFFIC ITEMS TOTAL : | 14,435.00000 | 15,394.00000 | 14,678.50000 |          
          
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------          
Vendor Total Bid : 872,741.41000 | 927,280.40000 | 1,328,088.65000 |           
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------          
          
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------