MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 201 -1
TABULATION OF BIDS
CALL ORDER : 201 CONTRACT ID : HA2025180 COUNTIES : HARFORD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
CONTRACT DESCRIPTION : CONTRACT TIME : 131 CALENDAR DAYS
PRESTRESSED CONCRETE SLAB PANEL BRIDGERNO.L12034 ON MD 136 PROJECT(S) : AC-BR-1253(3)E
(CALVARY ROAD) OVER JAMES RUN
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 PIONEER CONTRACTING COMPANY INC $ 1,900,000.00 100.0000%
2 JOSEPH B. FAY CO., INC. $ 2,050,085.80 107.8993%
3 THE SIX-M COMPANY, INC. $ 2,418,301.80 127.2790%
====================================================================================================================================
| | |
|PIONEER CONTRACTING CO.,INC |JOSEPH B. FAY CO., INC. |THE SIX-M COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HA2025180
| | |
1001 110100 LUMP| 50000.00000 50000.00| 13000.00000 13000.00| 105000.00000 105000.00
CLEARING & GRUBBING | | |
1002 110350 LUMP| 50000.00000 50000.00| 14000.00000 14000.00| 30600.00000 30600.00
TYPE B ENGINEERS OFFICE | | |
1003 110455 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 1800.00000 3600.00
CELLULAR TELEPHONE | | |
1004 110470 1.000 EA | 2000.00000 2000.00| 1700.00000 1700.00| 1500.00000 1500.00
DIGITAL CAMERA | | |
1005 120500 LUMP| 100000.00000 100000.00| 17000.00000 17000.00| 105500.00000 105500.00
MAINTENANCE OF TRAFFIC | | |
1006 120625 971.000 SF | 27.00000 26217.00| 14.00000 13594.00| 20.00000 19420.00
TEMPORARY TRAFFIC SIGNS HIGH | | |
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |
SHEETING | | |
1007 120743 4.000 EA | 400.00000 1600.00| 210.00000 840.00| 500.00000 2000.00
TYPE III BARRICADE FOR MAINTENANCE OF | | |
TRAFFIC | | |
1008 120860 100.000 UD | 150.00000 15000.00| 135.00000 13500.00| 135.00000 13500.00
PORTABLE VARIABLE MESSAGE SIGN | | |
1009 130840 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| 12900.00000 12900.00
CONSTRUCTION STAKEOUT | | |
1010 130850 LUMP| 183157.00000 183157.00| 600000.00000 600000.00| 285000.00000 285000.00
MOBILIZATION | | |
1011 131000 LUMP| 40000.00000 40000.00| 2000.00000 2000.00| 8000.00000 8000.00
CPM PROJECT SCHEDULE | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 201 -2
TABULATION OF BIDS
CALL ORDER : 201 CONTRACT ID : HA2025180 COUNTIES : HARFORD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
====================================================================================================================================
| | |
|PIONEER CONTRACTING CO.,INC |JOSEPH B. FAY CO., INC. |THE SIX-M COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
2001 201030 275.000 CY | 50.00000 13750.00| 38.00000 10450.00| 40.00000 11000.00
CLASS 1 EXCAVATION | | |
2002 202065 50.000 CY | 50.00000 2500.00| 50.00000 2500.00| 30.00000 1500.00
COMMON BORROW | | |
3001 301006 50.000 TON | 60.00000 3000.00| 41.00000 2050.00| 58.00000 2900.00
STABILIZED CONSTRUCTION ENTRANCE | | |
3002 301007 50.000 TON | 50.00000 2500.00| 30.00000 1500.00| 40.00000 2000.00
REHABILITATE STABILIZED CONSTRUCTION | | |
ENTRANCE | | |
3003 388058 10.000 CY | 70.00000 700.00| 75.00000 750.00| 50.00000 500.00
EROSION AND SEDIMENT CONTROL ORIGINAL | | |
EXCAVATION | | |
3004 388059 30.000 CY | 60.00000 1800.00| 85.00000 2550.00| 75.00000 2250.00
EROSION AND SEDIMENT CONTROL CLEANOUT | | |
EXCAVATION | | |
3005 390535 138.000 LF | 10.00000 1380.00| 8.00000 1104.00| 15.00000 2070.00
SUPER SILT FENCE | | |
3006 390540 138.000 LF | 7.00000 966.00| 8.00000 1104.00| 15.00000 2070.00
REMOVE AND RESET SUPER SILT FENCE | | |
4001 400000-LF 515.000 LF | 300.00000 154500.00| 340.00000 175100.00| 1125.00000 579375.00
. DRILLED SHAFTS 24 INCH DIAMETER | | |
4002 400000-LS LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 75000.00000 75000.00
. INCENTIVE | | |
4003 400000-LS LUMP| 25000.00000 25000.00| 39000.00000 39000.00| 40000.00000 40000.00
. PRESTRESSED CONCRETE UTILITY BEAM | | |
4004 410005 LUMP| 150000.00000 150000.00| 170000.00000 170000.00| 150000.00000 150000.00
MAINTENANCE OF STREAM FLOW | | |
4005 410220 LUMP| 150000.00000 150000.00| 70000.00000 70000.00| 118000.00000 118000.00
REMOVAL OF EXISTING BRIDGE | | |
4006 417105 960.000 CY | 50.00000 48000.00| 120.00000 115200.00| 50.00000 48000.00
CLASS 3 EXCAVATION | | |
4007 428105 270.000 CY | 500.00000 135000.00| 350.00000 94500.00| 578.00000 156060.00
FOOTING CONCRETE | | |
4008 431110 LUMP| 195000.00000 195000.00| 230000.00000 230000.00| 250000.00000 250000.00
SUBSTRUCTURE CONCRETE FOR BRIDGE NO. | | |
12034 | | |
4009 433095 LUMP| 240000.00000 240000.00| 170000.00000 170000.00| 170000.00000 170000.00
PRESTRESSED CONCRETE SLAB | | |
4010 433155 LUMP| 40000.00000 40000.00| 61000.00000 61000.00| 52000.00000 52000.00
SUPERSTRUCTURE CONCRETE FOR BRIDGE NO. | | |
12034 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 201 -3
TABULATION OF BIDS
CALL ORDER : 201 CONTRACT ID : HA2025180 COUNTIES : HARFORD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
====================================================================================================================================
| | |
|PIONEER CONTRACTING CO.,INC |JOSEPH B. FAY CO., INC. |THE SIX-M COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
4011 433157 LUMP| 40000.00000 40000.00| 22000.00000 22000.00| 33000.00000 33000.00
CONCRETE PARAPET | | |
4012 466115 LUMP| 10000.00000 10000.00| 760.00000 760.00| 500.00000 500.00
EPOXY PROTECTIVE COATINGS ON ABUTMENTS | | |
4013 475305 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 7000.00000 7000.00
CHAIN LINK FENCE - TYPE III | | |
4014 478153 1.000 NU | 100.00000 100.00| 75.00000 75.00| 500.00000 500.00
FLOODLIGHTING | | |
4015 492045 185.000 SY | 50.00000 9250.00| 58.00000 10730.00| 165.00000 30525.00
RIPRAP SLOPE PROTECTION FOR BRIDGE | | |
4016 492047 147.000 LF | 50.00000 7350.00| 20.00000 2940.00| 90.00000 13230.00
BOTTOM CUTOFF WALLS FOR RIPRAP SLOPE | | |
PROTECTION FOR BRIDGE | | |
5001 504088 77.000 TON | 110.00000 8470.00| 160.00000 12320.00| 110.00000 8470.00
HOT MIX ASPHALT SUPERPAVE 9.5MM FOR | | |
SURFACE, PG64-22, LEVEL-3 | | |
5002 504300 290.000 TON | 80.00000 23200.00| 125.00000 36250.00| 80.00000 23200.00
HOT MIX ASPHALT SUPERPAVE 19.0mm FOR | | |
BASE, PG64-22, LEVEL-3 | | |
5003 520113 260.000 SY | 10.00000 2600.00| 20.00000 5200.00| 18.00000 4680.00
6 INCH GRADED AGGREGATE BASE COURSE | | |
5004 530100 295.000 SY | 15.00000 4425.00| 21.00000 6195.00| 30.00000 8850.00
GRINDING HOT MIX ASPHALT PAVEMENT 0 | | |
INCH TO 2 INCH | | |
5005 585430 384.000 LF | 2.00000 768.00| 1.60000 614.40| 1.10000 422.40
5 INCH YELLOW NONTOXIC LEAD FREE | | |
WATERBORNE PAVEMENT MARKINGS | | |
5006 585432 384.000 LF | 2.00000 768.00| 1.60000 614.40| 1.10000 422.40
5 INCH WHITE NONTOXIC LEAD FREE | | |
WATERBORNE PAVEMENT MARKINGS | | |
5007 585600 120.000 LF | 3.00000 360.00| 6.25000 750.00| 5.50000 660.00
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
5008 585604 120.000 LF | 3.00000 360.00| 6.25000 750.00| 5.50000 660.00
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
6001 616250 50.000 TON | 50.00000 2500.00| 40.00000 2000.00| 52.00000 2600.00
CRUSHER RUN AGGREGATE CR-6 FOR SHOULDER | | |
EDGE DROPOFF | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 201 -4
TABULATION OF BIDS
CALL ORDER : 201 CONTRACT ID : HA2025180 COUNTIES : HARFORD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
====================================================================================================================================
| | |
|PIONEER CONTRACTING CO.,INC |JOSEPH B. FAY CO., INC. |THE SIX-M COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
6002 660650 125.000 LF | 25.00000 3125.00| 24.00000 3000.00| 25.00000 3125.00
TRAFFIC BARRIER W BEAM USING 8 FOOT POS | | |
6003 661390 4.000 EA | 1500.00000 6000.00| 1600.00000 6400.00| 1650.00000 6600.00
TRAFFIC BARRIER THRIE BEAM ANCHORAGE AT | | |
BRIDGE END POST | | |
6004 661510 4.000 EA | 2000.00000 8000.00| 2100.00000 8400.00| 2200.00000 8800.00
TYPE C TRAFFIC BARRIER END TREATMENT | | |
6005 662325 400.000 LF | 2.00000 800.00| 1.60000 640.00| 1.65000 660.00
REMOVAL AND DISPOSAL OF EXISTING | | |
TRAFFIC BARRIER | | |
6006 670200 12.000 EA | 6.00000 72.00| 5.25000 63.00| 6.00000 72.00
W BEAM BARRIER REFLECTIVE DELINEATORS | | |
7001 700000-EA 4.000 EA | 100.00000 400.00| 46.00000 184.00| 55.00000 220.00
. ILEX VERTICILLATA 'SOUTHERN GENTLEMEN | | |
7002 700000-EA 22.000 EA | 100.00000 2200.00| 46.00000 1012.00| 44.00000 968.00
. ILEX VERTICILLATA 'WINTER RED' 30 INC | | |
7003 700000-EA 3.000 EA | 320.00000 960.00| 230.00000 690.00| 190.00000 570.00
. PICEA PUNGENS 5 FOOT HEIGHT B&B | | |
7004 700000-EA 1.000 EA | 530.00000 530.00| 425.00000 425.00| 330.00000 330.00
. ULMUS AMERICANA 'VALLEY FORGE' 2 INCH | | |
7005 700000-EA 6.000 EA | 69.00000 414.00| 40.00000 240.00| 44.00000 264.00
. VACCINIUM CORYMBOSUM 3 GALLON | | |
CONTAINER | | |
7006 704325 500.000 SY | 4.00000 2000.00| 4.00000 2000.00| 4.60000 2300.00
PLACING FURNISHED TOPSOIL 2 INCH DEPTH | | |
7007 707355 1000.000 SY | 1.00000 1000.00| 1.00000 1000.00| 1.50000 1500.00
PERMANENT SEEDING | | |
7008 708240 155.000 SY | 6.00000 930.00| 22.00000 3410.00| 3.00000 465.00
TYPE A SOIL STABILIZATION MATTING | | |
7009 708250 20.000 SY | 12.00000 240.00| 7.00000 140.00| 17.00000 340.00
TYPE B SOIL STABILIZATION MATTING | | |
7010 714001 4.000 MG | 450.00000 1800.00| 105.00000 420.00| 110.00000 440.00
ADDITIONAL WATERING OF PLANTS | | |
7011 715015 186.000 SY | 8.00000 1488.00| 4.00000 744.00| 5.50000 1023.00
SHREDDED HARDWOOD BARK MULCHING 3 INCH | | |
DEPTH | | |
7012 720330 6.000 EA | 410.00000 2460.00| 210.00000 1260.00| 300.00000 1800.00
ACER RUBRUM 2 INCH CAL. B&B | | |
7013 725805 5.000 EA | 240.00000 1200.00| 53.00000 265.00| 80.00000 400.00
QUERCUS PALUSTRIS 5 FOOT HEIGHT B&B | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 201 -5
TABULATION OF BIDS
CALL ORDER : 201 CONTRACT ID : HA2025180 COUNTIES : HARFORD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
====================================================================================================================================
| | |
|PIONEER CONTRACTING CO.,INC |JOSEPH B. FAY CO., INC. |THE SIX-M COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
8001 801104 96.000 LF | 10.00000 960.00| 7.00000 672.00| 35.00000 3360.00
WOOD SIGN SUPPORTS 4 INCH X 4 INCH | | |
8002 801605 24.000 SF | 50.00000 1200.00| 20.00000 480.00| 25.00000 600.00
SHEET ALUMINUM SIGNS | | |
SECTION TOTALS | $ 1,900,000.00| $ 2,050,085.80| $ 2,418,301.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,900,000.00| $ 2,050,085.80| $ 2,418,301.80
====================================================================================================================================
|
