MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 10/10/07
PAGE : 102 -1
TABULATION OF BIDS
CALL ORDER : 102 CONTRACT ID : PG7065132 COUNTIES : PRINCE GEORGE'S
LETTING DATE : 10/04/07 12:00 NOON DISTRICT : 3
CONTRACT DESCRIPTION : CONTRACT TIME : 49 WORKING DAYS
US 301 FROM CURTIS ROAD TO LEELAND ROAD PROJECT(S) : AC-NHG-117-1(68)E
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 L.S. LEE, INC. $ 697,000.00 100.0000%
2 COLLINSON, INC. $ 718,977.50 103.1532%
3 J. FLETCHER CREAMER & SON, INC. $ 789,191.00 113.2268%
4 PENN LINE SERVICE, INC. $ 869,168.75 124.7014%
5 GUARDRAILS ETC., INC. $ 904,250.25 129.7346%
6 M. L. RUBERTON CONSTRUCTION COMPANY, INC. $ 974,426.00 139.8029%
====================================================================================================================================
| | |
|L.S. LEE, INC. |COLLINSON, INC. |J. FLETCHER CREAMER & SON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 PG7065132
| | |
1001 120500 LUMP| 15000.00000 15000.00| 37000.00000 37000.00| 28000.00000 28000.00
MAINTENANCE OF TRAFFIC | | |
1002 120890 30.000 UD | 25.00000 750.00| 97.00000 2910.00| 200.00000 6000.00
PROTECTION VEHICLE | | |
1003 130840 LUMP| 1505.50000 1505.50| 1900.00000 1900.00| 1000.00000 1000.00
CONSTRUCTION STAKEOUT | | |
1004 130900 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
ON-THE-JOB TRAINING | | |
2001 203030 60.000 CY | 25.00000 1500.00| 87.00000 5220.00| 75.00000 4500.00
TEST PIT EXCAVATION | | |
3001 389105 2.000 SY | 1000.00000 2000.00| 650.00000 1300.00| 150.00000 300.00
5 INCH CONCRETE DITCH | | |
6001 600000-LF 6630.000 LF | 7.50000 49725.00| 7.50000 49725.00| 9.00000 59670.00
. MODIFY EXISTING TRAFFIC BARRIER | | |
6002 600000-LF 1020.000 LF | 25.00000 25500.00| 28.00000 28560.00| 28.00000 28560.00
. TRAFFIC BARRIER W BEAM MEDIAN BARRIER | | |
6003 600000-LF 1620.000 LF | 25.00000 40500.00| 28.00000 45360.00| 29.00000 46980.00
. TRAFFIC BARRIER W BEAM MEDIAN BARRIER | | |
6004 660483 30.000 EA | 50.00000 1500.00| 57.00000 1710.00| 36.00000 1080.00
TRAFFIC BARRIER W BEAM 6 FOOT POST | | |
6005 660650 795.000 LF | 17.00000 13515.00| 17.00000 13515.00| 18.00000 14310.00
TRAFFIC BARRIER W BEAM USING 8 FOOT POS | | |
6006 660670 330.000 LF | 8.00000 2640.00| 8.00000 2640.00| 8.00000 2640.00
TRAFFIC BARRIER W BEAM PANEL | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 10/10/07
PAGE : 102 -2
TABULATION OF BIDS
CALL ORDER : 102 CONTRACT ID : PG7065132 COUNTIES : PRINCE GEORGE'S
LETTING DATE : 10/04/07 12:00 NOON DISTRICT : 3
====================================================================================================================================
| | |
|L.S. LEE, INC. |COLLINSON, INC. |J. FLETCHER CREAMER & SON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
6007 660672 250.000 LF | 8.00000 2000.00| 9.00000 2250.00| 9.00000 2250.00
TRAFFIC BARRIER W BEAM PANEL REPLACEMEN | | |
6008 660782 8430.000 LF | 21.65000 182509.50| 19.00000 160170.00| 21.20000 178716.00
TRAFFIC BARRIER W BEAM MEDIAN BARRIER | | |
6009 661500 1.000 EA | 800.00000 800.00| 700.00000 700.00| 700.00000 700.00
END ANCHORAGE TERMINAL FOR TYPE A END | | |
TREATMENT EITHER OPTION | | |
6010 661505 8.000 EA | 1500.00000 12000.00| 1700.00000 13600.00| 1850.00000 14800.00
TYPE B TRAFFIC BARRIER END TREATMENT | | |
6011 661507 8.000 EA | 1000.00000 8000.00| 1700.00000 13600.00| 1000.00000 8000.00
TYPE B TRAFFIC BARRIER END TREATMENT | | |
SPARE PARTS PACKAGE | | |
6012 661510 1.000 EA | 2800.00000 2800.00| 1900.00000 1900.00| 2300.00000 2300.00
TYPE C TRAFFIC BARRIER END TREATMENT | | |
6013 661512 1.000 EA | 2000.00000 2000.00| 1900.00000 1900.00| 1350.00000 1350.00
TYPE C TRAFFIC BARRIER END TREATMENT | | |
SPARE PARTS PACKAGE | | |
6014 661525 2.000 EA | 5000.00000 10000.00| 3970.00000 7940.00| 5000.00000 10000.00
TYPE F TRAFFIC BARRIER END TREATMENT | | |
6015 661540 11.000 EA | 300.00000 3300.00| 690.00000 7590.00| 650.00000 7150.00
TYPE K TRAFFIC BARRIER END TREATMENT, | | |
ANY OPTION | | |
6016 661544 7.000 EA | 440.00000 3080.00| 590.00000 4130.00| 650.00000 4550.00
TYPE L TRAFFIC BARRIER ANCHORAGE USING | | |
OPTION 2 OR 3 | | |
6017 661550 95.000 CY | 35.00000 3325.00| 60.00000 5700.00| 80.00000 7600.00
SHOULDER GRADING ADJUSTMENT FOR TRAFFIC | | |
BARRIER END TREATMENT | | |
6018 662182 345.000 LF | 10.00000 3450.00| 6.50000 2242.50| 8.00000 2760.00
REMOVE AND RESET EXISTING TRAFFIC | | |
BARRIER W BEAM | | |
6019 662325 310.000 LF | 4.00000 1240.00| 3.00000 930.00| 4.00000 1240.00
REMOVAL AND DISPOSAL OF EXISTING | | |
TRAFFIC BARRIER W BEAM | | |
6020 662380 19.000 EA | 16000.00000 304000.00| 15800.00000 300200.00| 18500.00000 351500.00
TYPE E TRAFFIC BARRIER END TREATMENT 9 | | |
BAYS, ANY WIDTH | | |
6021 670205 60.000 EA | 6.00000 360.00| 5.00000 300.00| 6.00000 360.00
RAIL RIDERS TRAFFIC BARRIER W BEAM | | |
REFLECTIVE DELINEATORS | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 10/10/07
PAGE : 102 -3
TABULATION OF BIDS
CALL ORDER : 102 CONTRACT ID : PG7065132 COUNTIES : PRINCE GEORGE'S
LETTING DATE : 10/04/07 12:00 NOON DISTRICT : 3
====================================================================================================================================
| | |
|L.S. LEE, INC. |COLLINSON, INC. |J. FLETCHER CREAMER & SON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
6022 699010 30.000 EA | 15.00000 450.00| 17.00000 510.00| 5.00000 150.00
TRAFFIC BARRIER POST OFFSET BLOCK | | |
8001 813023 275.000 SF | 10.00000 2750.00| 17.00000 4675.00| 7.00000 1925.00
RELOCATE EXISTING GROUND MOUNTED SIGNS | | |
SECTION TOTALS | $ 697,000.00| $ 718,977.50| $ 789,191.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 697,000.00| $ 718,977.50| $ 789,191.00
====================================================================================================================================
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 10/10/07
PAGE : 102 -4
TABULATION OF BIDS
CALL ORDER : 102 CONTRACT ID : PG7065132 COUNTIES : PRINCE GEORGE'S
LETTING DATE : 10/04/07 12:00 NOON DISTRICT : 3
====================================================================================================================================
| | |
|PENN LINE SERVICE, INC. |GUARDRAILS ETC., INC. |M. L. RUBERTON CONSTRUCTION COM
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 PG7065132
| | |
1001 120500 LUMP| 35000.00000 35000.00| 45000.00000 45000.00| 35000.00000 35000.00
MAINTENANCE OF TRAFFIC | | |
1002 120890 30.000 UD | 100.00000 3000.00| 200.00000 6000.00| 300.00000 9000.00
PROTECTION VEHICLE | | |
1003 130840 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1.00000 1.00
CONSTRUCTION STAKEOUT | | |
1004 130900 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
ON-THE-JOB TRAINING | | |
2001 203030 60.000 CY | 50.00000 3000.00| 100.00000 6000.00| 10.00000 600.00
TEST PIT EXCAVATION | | |
3001 389105 2.000 SY | 1000.00000 2000.00| 1000.00000 2000.00| 250.00000 500.00
5 INCH CONCRETE DITCH | | |
6001 600000-LF 6630.000 LF | 10.50000 69615.00| 9.25000 61327.50| 12.00000 79560.00
. MODIFY EXISTING TRAFFIC BARRIER | | |
6002 600000-LF 1020.000 LF | 35.50000 36210.00| 32.50000 33150.00| 36.00000 36720.00
. TRAFFIC BARRIER W BEAM MEDIAN BARRIER | | |
6003 600000-LF 1620.000 LF | 45.00000 72900.00| 34.90000 56538.00| 36.00000 58320.00
. TRAFFIC BARRIER W BEAM MEDIAN BARRIER | | |
6004 660483 30.000 EA | 70.00000 2100.00| 55.00000 1650.00| 45.00000 1350.00
TRAFFIC BARRIER W BEAM 6 FOOT POST | | |
6005 660650 795.000 LF | 20.25000 16098.75| 19.80000 15741.00| 20.00000 15900.00
TRAFFIC BARRIER W BEAM USING 8 FOOT POS | | |
6006 660670 330.000 LF | 9.00000 2970.00| 10.00000 3300.00| 4.25000 1402.50
TRAFFIC BARRIER W BEAM PANEL | | |
6007 660672 250.000 LF | 10.00000 2500.00| 10.50000 2625.00| 10.00000 2500.00
TRAFFIC BARRIER W BEAM PANEL REPLACEMEN | | |
6008 660782 8430.000 LF | 25.50000 214965.00| 22.00000 185460.00| 28.00000 236040.00
TRAFFIC BARRIER W BEAM MEDIAN BARRIER | | |
6009 661500 1.000 EA | 1000.00000 1000.00| 1200.00000 1200.00| 850.00000 850.00
END ANCHORAGE TERMINAL FOR TYPE A END | | |
TREATMENT EITHER OPTION | | |
6010 661505 8.000 EA | 1700.00000 13600.00| 1800.00000 14400.00| 2300.00000 18400.00
TYPE B TRAFFIC BARRIER END TREATMENT | | |
6011 661507 8.000 EA | 1500.00000 12000.00| 1500.00000 12000.00| 2000.00000 16000.00
TYPE B TRAFFIC BARRIER END TREATMENT | | |
SPARE PARTS PACKAGE | | |
6012 661510 1.000 EA | 2000.00000 2000.00| 2200.00000 2200.00| 2500.00000 2500.00
TYPE C TRAFFIC BARRIER END TREATMENT | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 10/10/07
PAGE : 102 -5
TABULATION OF BIDS
CALL ORDER : 102 CONTRACT ID : PG7065132 COUNTIES : PRINCE GEORGE'S
LETTING DATE : 10/04/07 12:00 NOON DISTRICT : 3
====================================================================================================================================
| | |
|PENN LINE SERVICE, INC. |GUARDRAILS ETC., INC. |M. L. RUBERTON CONSTRUCTION COM
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
6013 661512 1.000 EA | 1500.00000 1500.00| 1800.00000 1800.00| 2200.00000 2200.00
TYPE C TRAFFIC BARRIER END TREATMENT | | |
SPARE PARTS PACKAGE | | |
6014 661525 2.000 EA | 4500.00000 9000.00| 7600.00000 15200.00| 4500.00000 9000.00
TYPE F TRAFFIC BARRIER END TREATMENT | | |
6015 661540 11.000 EA | 480.00000 5280.00| 575.00000 6325.00| 775.00000 8525.00
TYPE K TRAFFIC BARRIER END TREATMENT, | | |
ANY OPTION | | |
6016 661544 7.000 EA | 450.00000 3150.00| 575.00000 4025.00| 775.00000 5425.00
TYPE L TRAFFIC BARRIER ANCHORAGE USING | | |
OPTION 2 OR 3 | | |
6017 661550 95.000 CY | 35.00000 3325.00| 75.00000 7125.00| 10.00000 950.00
SHOULDER GRADING ADJUSTMENT FOR TRAFFIC | | |
BARRIER END TREATMENT | | |
6018 662182 345.000 LF | 9.00000 3105.00| 6.75000 2328.75| 9.50000 3277.50
REMOVE AND RESET EXISTING TRAFFIC | | |
BARRIER W BEAM | | |
6019 662325 310.000 LF | 5.00000 1550.00| 3.00000 930.00| 1.00000 310.00
REMOVAL AND DISPOSAL OF EXISTING | | |
TRAFFIC BARRIER W BEAM | | |
6020 662380 19.000 EA | 17950.00000 341050.00| 21500.00000 408500.00| 22500.00000 427500.00
TYPE E TRAFFIC BARRIER END TREATMENT 9 | | |
BAYS, ANY WIDTH | | |
6021 670205 60.000 EA | 10.00000 600.00| 5.00000 300.00| 5.00000 300.00
RAIL RIDERS TRAFFIC BARRIER W BEAM | | |
REFLECTIVE DELINEATORS | | |
6022 699010 30.000 EA | 20.00000 600.00| 15.00000 450.00| 4.00000 120.00
TRAFFIC BARRIER POST OFFSET BLOCK | | |
8001 813023 275.000 SF | 30.00000 8250.00| 25.00000 6875.00| 5.00000 1375.00
RELOCATE EXISTING GROUND MOUNTED SIGNS | | |
SECTION TOTALS | $ 869,168.75| $ 904,250.25| $ 974,426.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 869,168.75| $ 904,250.25| $ 974,426.00
====================================================================================================================================
|
