Skip Maine state header navigation
LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010101.00 COMPLETION DATE : 10/01/03
=========
PROJECT(S): STP-1010(100)X LOCATION(S): Belgrade MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1010(200)X Benton
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE CULVERT REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 347,380.02 100.0000%
2 001574 NITRAM EXCAVATION & GENERAL CONTRACTORS, INC. $ 349,473.23 100.6026%
3 000054 THE DIAZ CORPORATION $ 375,667.50 108.1431%
4 000272 A & V CONSTRUCTION, CORP. $ 438,953.02 126.3610%
5 000416 T BUCK CONSTRUCTION INC. $ 456,558.18 131.4290%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 001574 |( 3 ) 000054
|C P M CONSTRUCTORS |NITRAM EXCAVATION & GENERAL |THE DIAZ CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 42.000 LS | 30000.00000 30000.00| 32898.00000 32898.00| 21000.00000 21000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1410.000 M3 | 10.00000 14100.00| 7.50000 10575.00| 14.00000 19740.00
COMMON EXCAVATION | | |
0030 203.24 40.000 M3 | 40.00000 1600.00| 25.00000 1000.00| 30.00000 1200.00
COMMON BORROW | | |
0040 203.25 360.000 M3 | 30.00000 10800.00| 21.00000 7560.00| 60.00000 21600.00
GRANULAR BORROW | | |
0050 206.061 60.000 M3 | 150.00000 9000.00| 18.00000 1080.00| 35.00000 2100.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 1250.000 M3 | 25.00000 31250.00| 14.00000 17500.00| 19.00000 23750.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 189.000 MG | 100.00000 18900.00| 109.00000 20601.00| 110.00000 20790.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.210 205.000 MG | 100.00000 20500.00| 100.00000 20500.00| 110.00000 22550.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 509.12 17650.000 LS | 40000.00000 40000.00| 52000.00000 52000.00| 45000.00000 45000.00
STEEL STRUCTURAL PLATE PIPE ARCH: - | | |
BELGRADE | | |
0100 509.12 11700.000 LS | 34000.00000 34000.00| 42000.00000 42000.00| 35000.00000 35000.00
STEEL STRUCTURAL PLATE PIPE ARCH: - | | |
BENTON | | |
LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010101.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 001574 |( 3 ) 000054
|C P M CONSTRUCTORS |NITRAM EXCAVATION & GENERAL |THE DIAZ CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 511.07 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 24000.00000 24000.00
COFFERDAM: - DOWNSTREAM BELGRADE | | |
0120 511.07 LUMP| 7500.00000 7500.00| 2000.00000 2000.00| 7000.00000 7000.00
COFFERDAM: - DOWNSTREAM BENTON | | |
0130 511.07 LUMP| 7500.00000 7500.00| 14000.00000 14000.00| 24000.00000 24000.00
COFFERDAM: - UPSTREAM BELGRADE | | |
0140 511.07 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 6000.00000 6000.00
COFFERDAM: - UPSTREAM BENTON | | |
0150 526.301 40.000 LS | 5000.00000 5000.00| 3000.00000 3000.00| 1200.00000 1200.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0160 603.19 12.000 M | 85.00000 1020.00| 100.00000 1200.00| 60.00000 720.00
600 MM CULVERT PIPE OPTION I | | |
0170 606.17 179.070 M | 30.00000 5372.10| 29.00000 5193.03| 30.00000 5372.10
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.22 15.240 M | 33.00000 502.92| 42.50000 647.70| 35.00000 533.40
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0190 606.265 2.000 EA | 50.00000 100.00| 65.00000 130.00| 60.00000 120.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0200 606.35 12.000 EA | 25.00000 300.00| 32.50000 390.00| 30.00000 360.00
GUARDRAIL DELINEATOR POST | | |
0210 606.76 6.000 EA | 1400.00000 8400.00| 1400.00000 8400.00| 1500.00000 9000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0220 610.08 250.000 M3 | 50.00000 12500.00| 54.00000 13500.00| 50.00000 12500.00
PLAIN RIPRAP | | |
0230 613.319 230.000 M2 | 2.00000 460.00| 4.00000 920.00| 2.00000 460.00
EROSION CONTROL BLANKET | | |
0240 615.0701 60.000 M3 | 40.00000 2400.00| 40.00000 2400.00| 40.00000 2400.00
LOAM - PLAN QUANTITY | | |
0250 618.1401 11.000 UN | 45.00000 495.00| 52.00000 572.00| 90.00000 990.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0260 619.1201 11.000 UN | 40.00000 440.00| 46.00000 506.00| 12.00000 132.00
MULCH - PLAN QUANTITY | | |
0270 619.1401 160.000 M3 | 48.00000 7680.00| 25.00000 4000.00| 30.00000 4800.00
EROSION CONTROL MIX | | |
0280 627.711 600.000 M | 3.10000 1860.00| 1.50000 900.00| 2.00000 1200.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0290 629.05 30.000 HR | 25.00000 750.00| 20.00000 600.00| 20.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0300 631.12 20.000 HR | 80.00000 1600.00| 65.00000 1300.00| 80.00000 1600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010101.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 001574 |( 3 ) 000054
|C P M CONSTRUCTORS |NITRAM EXCAVATION & GENERAL |THE DIAZ CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 631.171 20.000 HR | 45.00000 900.00| 32.50000 650.00| 45.00000 900.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0320 637.071 LUMP| 2000.00000 2000.00| 100.00000 100.00| 5000.00000 5000.00
DUST CONTROL | | |
0330 652.31 12.000 EA | 50.00000 600.00| 65.00000 780.00| 50.00000 600.00
TYPE I BARRICADE | | |
0340 652.312 12.000 EA | 150.00000 1800.00| 303.00000 3636.00| 200.00000 2400.00
TYPE III BARRICADE | | |
0350 652.33 40.000 EA | 55.00000 2200.00| 52.00000 2080.00| 50.00000 2000.00
DRUM | | |
0360 652.34 40.000 EA | 20.00000 800.00| 6.50000 260.00| 20.00000 800.00
CONE | | |
0370 652.35 65.000 M2 | 110.00000 7150.00| 110.50000 7182.50| 90.00000 5850.00
CONSTRUCTION SIGNS | | |
0380 652.361 60.000 LS | 1500.00000 1500.00| 1300.00000 1300.00| 1500.00000 1500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0390 652.38 160.000 HR | 15.00000 2400.00| 12.00000 1920.00| 15.00000 2400.00
FLAGGER | | |
0400 656.75 LUMP| 4000.00000 4000.00| 11000.00000 11000.00| 3500.00000 3500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.10 LUMP| 35000.00000 35000.00| 35192.00000 35192.00| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 347,380.02| $ 349,473.23| $ 375,667.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 347,380.02| $ 349,473.23| $ 375,667.50
====================================================================================================================================
LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 4
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010101.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000416 |( )
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 42.000 LS | 21450.00000 21450.00| 15000.00000 15000.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 1410.000 M3 | 14.00000 19740.00| 12.50000 17625.00|
COMMON EXCAVATION | | |
0030 203.24 40.000 M3 | 22.00000 880.00| 18.00000 720.00|
COMMON BORROW | | |
0040 203.25 360.000 M3 | 43.00000 15480.00| 45.50000 16380.00|
GRANULAR BORROW | | |
0050 206.061 60.000 M3 | 40.00000 2400.00| 16.00000 960.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 1250.000 M3 | 28.00000 35000.00| 24.65000 30812.50|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 189.000 MG | 100.00000 18900.00| 100.00000 18900.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.210 205.000 MG | 100.00000 20500.00| 100.00000 20500.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 509.12 17650.000 LS | 40200.00000 40200.00| 58000.00000 58000.00|
STEEL STRUCTURAL PLATE PIPE ARCH: - | | |
BELGRADE | | |
0100 509.12 11700.000 LS | 34000.00000 34000.00| 40500.00000 40500.00|
STEEL STRUCTURAL PLATE PIPE ARCH: - | | |
BENTON | | |
0110 511.07 LUMP| 11000.00000 11000.00| 42500.00000 42500.00|
COFFERDAM: - DOWNSTREAM BELGRADE | | |
0120 511.07 LUMP| 25000.00000 25000.00| 9800.00000 9800.00|
COFFERDAM: - DOWNSTREAM BENTON | | |
0130 511.07 LUMP| 8000.00000 8000.00| 42000.00000 42000.00|
COFFERDAM: - UPSTREAM BELGRADE | | |
0140 511.07 LUMP| 35000.00000 35000.00| 4200.00000 4200.00|
COFFERDAM: - UPSTREAM BENTON | | |
0150 526.301 40.000 LS | 7300.00000 7300.00| 5500.00000 5500.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0160 603.19 12.000 M | 100.00000 1200.00| 130.00000 1560.00|
600 MM CULVERT PIPE OPTION I | | |
0170 606.17 179.070 M | 30.00000 5372.10| 29.50000 5282.57|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.22 15.240 M | 33.00000 502.92| 32.75000 499.11|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 5
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010101.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000416 |( )
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.265 2.000 EA | 51.00000 102.00| 50.00000 100.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0200 606.35 12.000 EA | 25.00000 300.00| 25.00000 300.00|
GUARDRAIL DELINEATOR POST | | |
0210 606.76 6.000 EA | 1420.00000 8520.00| 1400.00000 8400.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0220 610.08 250.000 M3 | 60.00000 15000.00| 48.50000 12125.00|
PLAIN RIPRAP | | |
0230 613.319 230.000 M2 | 4.00000 920.00| 2.50000 575.00|
EROSION CONTROL BLANKET | | |
0240 615.0701 60.000 M3 | 61.00000 3660.00| 58.00000 3480.00|
LOAM - PLAN QUANTITY | | |
0250 618.1401 11.000 UN | 91.00000 1001.00| 89.00000 979.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0260 619.1201 11.000 UN | 10.00000 110.00| 10.00000 110.00|
MULCH - PLAN QUANTITY | | |
0270 619.1401 160.000 M3 | 73.00000 11680.00| 50.50000 8080.00|
EROSION CONTROL MIX | | |
0280 627.711 600.000 M | 2.00000 1200.00| 1.75000 1050.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0290 629.05 30.000 HR | 35.00000 1050.00| 30.00000 900.00|
HAND LABOR, STRAIGHT TIME | | |
0300 631.12 20.000 HR | 120.00000 2400.00| 120.00000 2400.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0310 631.171 20.000 HR | 60.00000 1200.00| 55.00000 1100.00|
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0320 637.071 LUMP| 4480.00000 4480.00| 6750.00000 6750.00|
DUST CONTROL | | |
0330 652.31 12.000 EA | 80.00000 960.00| 80.00000 960.00|
TYPE I BARRICADE | | |
0340 652.312 12.000 EA | 300.00000 3600.00| 250.00000 3000.00|
TYPE III BARRICADE | | |
0350 652.33 40.000 EA | 55.00000 2200.00| 50.00000 2000.00|
DRUM | | |
0360 652.34 40.000 EA | 15.00000 600.00| 20.00000 800.00|
CONE | | |
0370 652.35 65.000 M2 | 135.00000 8775.00| 102.00000 6630.00|
CONSTRUCTION SIGNS | | |
LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 6
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010101.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000416 |( )
|A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 652.361 60.000 LS | 8690.00000 8690.00| 10400.00000 10400.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0390 652.38 160.000 HR | 18.00000 2880.00| 18.00000 2880.00|
FLAGGER | | |
0400 656.75 LUMP| 15700.00000 15700.00| 13800.00000 13800.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.10 LUMP| 42000.00000 42000.00| 39000.00000 39000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 438,953.02| $ 456,558.18| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 438,953.02| $ 456,558.18| $
====================================================================================================================================