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LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 1
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00 COMPLETION DATE : 09/15/04
=========
PROJECT(S): STP-10138(800)X LOCATION(S): UNION MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001954 TECHNICAL CONSTRUCTION INC. $ 158,142.00 100.0000%
2 000304 LOU SILVER INC. $ 174,740.92 110.4962%
3 001195 VAUGHN THIBODEAU & SONS, INC. $ 177,777.00 112.4161%
4 000649 SARGENT & SARGENT, INC. $ 189,901.00 120.0826%
5 000132 HAROLD WARREN CONSTRUCTION $ 193,756.00 122.5203%
6 000164 C P M CONSTRUCTORS $ 197,960.00 125.1786%
7 000063 WYMAN & SIMPSON, INC. $ 198,913.00 125.7813%
8 000416 T BUCK CONSTRUCTION INC. $ 199,626.00 126.2321%
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000304 |( 3 ) 001195
|TECHNICAL CONSTRUCTION INC. |LOU SILVER INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 2.000 EA | 750.00000 1500.00| 500.00000 1000.00| 500.00000 1000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 220.00000 440.00| 290.00000 580.00| 500.00000 1000.00
REMOVING STUMP | | |
0030 202.19 1.000 LS | 8770.00000 8770.00| 9685.00000 9685.00| 5000.00000 5000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 390.000 M3 | 9.00000 3510.00| 12.00000 4680.00| 20.00000 7800.00
COMMON EXCAVATION | | |
0050 203.24 20.000 M3 | 20.00000 400.00| 11.00000 220.00| 40.00000 800.00
COMMON BORROW | | |
0060 203.25 290.000 M3 | 30.00000 8700.00| 18.00000 5220.00| 40.00000 11600.00
GRANULAR BORROW | | |
0070 206.061 31.000 M3 | 30.00000 930.00| 26.30000 815.30| 40.00000 1240.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 304.10 460.000 M3 | 22.00000 10120.00| 28.85000 13271.00| 30.00000 13800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.210 50.000 MG | 100.00000 5000.00| 95.00000 4750.00| 130.00000 6500.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 2
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000304 |( 3 ) 001195
|TECHNICAL CONSTRUCTION INC. |LOU SILVER INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.213 57.000 MG | 80.00000 4560.00| 75.00000 4275.00| 130.00000 7410.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 48.000 L | 5.00000 240.00| 5.00000 240.00| 2.00000 96.00
BITUMINOUS TACK COAT APPLIED | | |
0120 509.19 1.000 LS | 57300.00000 57300.00| 63522.45000 63522.45| 60000.00000 60000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0130 511.07 LUMP| 5190.00000 5190.00| 1130.00000 1130.00| 5000.00000 5000.00
COFFERDAM: DOWNSTREAM | | |
0140 511.07 LUMP| 500.00000 500.00| 3500.00000 3500.00| 15000.00000 15000.00
COFFERDAM: UPSTREAM | | |
0150 603.16 15.000 M | 110.00000 1650.00| 102.30000 1534.50| 150.00000 2250.00
375 MM CULVERT PIPE OPTION I | | |
0160 606.265 3.000 EA | 60.00000 180.00| 26.25000 78.75| 66.00000 198.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 606.35 6.000 EA | 30.00000 180.00| 26.25000 157.50| 27.50000 165.00
GUARDRAIL DELINEATOR POST | | |
0180 606.55 23.000 M | 60.00000 1380.00| 47.25000 1086.75| 67.00000 1541.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0190 606.59 23.000 M | 60.00000 1380.00| 47.25000 1086.75| 67.00000 1541.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0200 606.76 1.000 EA | 1420.00000 1420.00| 1627.50000 1627.50| 1540.00000 1540.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0210 610.09 6.000 M3 | 100.00000 600.00| 130.00000 780.00| 300.00000 1800.00
HAND LAID RIPRAP | | |
0220 610.16 82.000 M3 | 80.00000 6560.00| 56.80000 4657.60| 80.00000 6560.00
HEAVY RIPRAP | | |
0230 613.319 12.000 M2 | 3.00000 36.00| 11.95000 143.40| 10.00000 120.00
EROSION CONTROL BLANKET | | |
0240 615.07 9.000 M3 | 50.00000 450.00| 48.65000 437.85| 65.00000 585.00
LOAM | | |
0250 618.1411 4.000 UN | 90.00000 360.00| 100.00000 400.00| 100.00000 400.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0260 619.1201 5.000 UN | 40.00000 200.00| 80.00000 400.00| 100.00000 500.00
MULCH - PLAN QUANTITY | | |
0270 620.54 170.000 M2 | 3.00000 510.00| 4.60000 782.00| 5.00000 850.00
STABILIZATION GEOTEXTILE | | |
0280 620.58 44.000 M2 | 4.00000 176.00| 11.60000 510.40| 5.00000 220.00
EROSION CONTROL GEOTEXTILE | | |
0290 622.10 2.000 EA | 100.00000 200.00| 200.00000 400.00| 300.00000 600.00
TRANSPLANTING SHRUB | | |
LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 3
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000304 |( 3 ) 001195
|TECHNICAL CONSTRUCTION INC. |LOU SILVER INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 627.711 180.000 M | 5.00000 900.00| 3.70000 666.00| 1.50000 270.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0310 629.05 10.000 HR | 25.00000 250.00| 26.00000 260.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0320 631.12 10.000 HR | 100.00000 1000.00| 52.00000 520.00| 125.00000 1250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0330 631.14 10.000 HR | 100.00000 1000.00| 50.00000 500.00| 80.00000 800.00
GRADER (INCLUDING OPERATOR) | | |
0340 631.15 10.000 HR | 60.00000 600.00| 50.00000 500.00| 80.00000 800.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0350 631.171 10.000 HR | 50.00000 500.00| 30.00000 300.00| 45.00000 450.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0360 631.22 10.000 HR | 85.00000 850.00| 45.00000 450.00| 85.00000 850.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0370 637.071 LUMP| 1090.00000 1090.00| 500.00000 500.00| 1000.00000 1000.00
DUST CONTROL | | |
0380 639.19 1.000 EA | 2000.00000 2000.00| 6200.00000 6200.00| 2000.00000 2000.00
FIELD OFFICE TYPE B | | |
0390 652.312 6.000 EA | 260.00000 1560.00| 150.00000 900.00| 50.00000 300.00
TYPE III BARRICADE | | |
0400 652.33 20.000 EA | 50.00000 1000.00| 66.00000 1320.00| 65.00000 1300.00
DRUM | | |
0410 652.34 20.000 EA | 17.00000 340.00| 17.25000 345.00| 20.00000 400.00
CONE | | |
0420 652.35 15.000 M2 | 160.00000 2400.00| 270.00000 4050.00| 100.00000 1500.00
CONSTRUCTION SIGNS | | |
0430 652.361 1.000 LS | 2540.00000 2540.00| 3700.00000 3700.00| 1500.00000 1500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0440 652.38 40.000 HR | 30.00000 1200.00| 18.00000 720.00| 16.00000 640.00
FLAGGER | | |
0450 656.75 LUMP| 3470.00000 3470.00| 3100.00000 3100.00| 3000.00000 3000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0460 659.10 LUMP| 15000.00000 15000.00| 23738.17000 23738.17| 6351.00000 6351.00
MOBILIZATION | | |
SECTION TOTALS | $ 158,142.00| $ 174,740.92| $ 177,777.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 158,142.00| $ 174,740.92| $ 177,777.00
====================================================================================================================================
LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 4
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000132 |( 6 ) 000164
|SARGENT & SARGENT, INC. |HAROLD WARREN CONSTRUCTION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 2.000 EA | 500.00000 1000.00| 800.00000 1600.00| 500.00000 1000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00
REMOVING STUMP | | |
0030 202.19 1.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 18000.00000 18000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 390.000 M3 | 12.00000 4680.00| 20.00000 7800.00| 15.00000 5850.00
COMMON EXCAVATION | | |
0050 203.24 20.000 M3 | 20.00000 400.00| 10.00000 200.00| 45.00000 900.00
COMMON BORROW | | |
0060 203.25 290.000 M3 | 20.00000 5800.00| 30.00000 8700.00| 63.00000 18270.00
GRANULAR BORROW | | |
0070 206.061 31.000 M3 | 24.00000 744.00| 40.00000 1240.00| 40.00000 1240.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 304.10 460.000 M3 | 20.00000 9200.00| 30.00000 13800.00| 30.00000 13800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.210 50.000 MG | 80.00000 4000.00| 105.00000 5250.00| 80.00000 4000.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 57.000 MG | 80.00000 4560.00| 85.00000 4845.00| 100.00000 5700.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 48.000 L | 1.00000 48.00| 6.00000 288.00| 5.00000 240.00
BITUMINOUS TACK COAT APPLIED | | |
0120 509.19 1.000 LS | 71400.00000 71400.00| 75000.00000 75000.00| 65000.00000 65000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0130 511.07 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 6000.00000 6000.00
COFFERDAM: DOWNSTREAM | | |
0140 511.07 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 6000.00000 6000.00
COFFERDAM: UPSTREAM | | |
0150 603.16 15.000 M | 100.00000 1500.00| 100.00000 1500.00| 80.00000 1200.00
375 MM CULVERT PIPE OPTION I | | |
0160 606.265 3.000 EA | 25.00000 75.00| 70.00000 210.00| 60.00000 180.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 606.35 6.000 EA | 25.00000 150.00| 30.00000 180.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0180 606.55 23.000 M | 45.00000 1035.00| 80.00000 1840.00| 61.00000 1403.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 5
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000132 |( 6 ) 000164
|SARGENT & SARGENT, INC. |HAROLD WARREN CONSTRUCTION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.59 23.000 M | 45.00000 1035.00| 80.00000 1840.00| 61.00000 1403.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0200 606.76 1.000 EA | 1550.00000 1550.00| 1500.00000 1500.00| 1500.00000 1500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0210 610.09 6.000 M3 | 120.00000 720.00| 200.00000 1200.00| 120.00000 720.00
HAND LAID RIPRAP | | |
0220 610.16 82.000 M3 | 60.00000 4920.00| 40.00000 3280.00| 100.00000 8200.00
HEAVY RIPRAP | | |
0230 613.319 12.000 M2 | 2.00000 24.00| 4.00000 48.00| 17.00000 204.00
EROSION CONTROL BLANKET | | |
0240 615.07 9.000 M3 | 24.00000 216.00| 30.00000 270.00| 55.00000 495.00
LOAM | | |
0250 618.1411 4.000 UN | 150.00000 600.00| 70.00000 280.00| 85.00000 340.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0260 619.1201 5.000 UN | 40.00000 200.00| 25.00000 125.00| 35.00000 175.00
MULCH - PLAN QUANTITY | | |
0270 620.54 170.000 M2 | 1.00000 170.00| 10.00000 1700.00| 3.00000 510.00
STABILIZATION GEOTEXTILE | | |
0280 620.58 44.000 M2 | 1.00000 44.00| 2.50000 110.00| 5.00000 220.00
EROSION CONTROL GEOTEXTILE | | |
0290 622.10 2.000 EA | 250.00000 500.00| 50.00000 100.00| 100.00000 200.00
TRANSPLANTING SHRUB | | |
0300 627.711 180.000 M | 5.00000 900.00| 6.00000 1080.00| 5.00000 900.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0310 629.05 10.000 HR | 24.00000 240.00| 30.00000 300.00| 35.00000 350.00
HAND LABOR, STRAIGHT TIME | | |
0320 631.12 10.000 HR | 100.00000 1000.00| 100.00000 1000.00| 80.00000 800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0330 631.14 10.000 HR | 100.00000 1000.00| 90.00000 900.00| 150.00000 1500.00
GRADER (INCLUDING OPERATOR) | | |
0340 631.15 10.000 HR | 75.00000 750.00| 50.00000 500.00| 50.00000 500.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0350 631.171 10.000 HR | 48.00000 480.00| 45.00000 450.00| 35.00000 350.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0360 631.22 10.000 HR | 90.00000 900.00| 80.00000 800.00| 70.00000 700.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0370 637.071 LUMP| 1800.00000 1800.00| 1500.00000 1500.00| 1000.00000 1000.00
DUST CONTROL | | |
LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 6
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000132 |( 6 ) 000164
|SARGENT & SARGENT, INC. |HAROLD WARREN CONSTRUCTION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 639.19 1.000 EA | 1500.00000 1500.00| 6000.00000 6000.00| 1500.00000 1500.00
FIELD OFFICE TYPE B | | |
0390 652.312 6.000 EA | 100.00000 600.00| 350.00000 2100.00| 250.00000 1500.00
TYPE III BARRICADE | | |
0400 652.33 20.000 EA | 75.00000 1500.00| 80.00000 1600.00| 55.00000 1100.00
DRUM | | |
0410 652.34 20.000 EA | 20.00000 400.00| 20.00000 400.00| 25.00000 500.00
CONE | | |
0420 652.35 15.000 M2 | 120.00000 1800.00| 200.00000 3000.00| 120.00000 1800.00
CONSTRUCTION SIGNS | | |
0430 652.361 1.000 LS | 15000.00000 15000.00| 5000.00000 5000.00| 1000.00000 1000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0440 652.38 40.000 HR | 14.00000 560.00| 18.00000 720.00| 14.00000 560.00
FLAGGER | | |
0450 656.75 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 1500.00000 1500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0460 659.10 LUMP| 18900.00000 18900.00| 15000.00000 15000.00| 19000.00000 19000.00
MOBILIZATION | | |
SECTION TOTALS | $ 189,901.00| $ 193,756.00| $ 197,960.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 189,901.00| $ 193,756.00| $ 197,960.00
====================================================================================================================================
LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 7
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00
=========
====================================================================================================================================
|( 7 ) 000063 |( 8 ) 000416 |( )
|WYMAN & SIMPSON, INC. |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 201.23 2.000 EA | 300.00000 600.00| 850.00000 1700.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 400.00000 800.00| 250.00000 500.00|
REMOVING STUMP | | |
0030 202.19 1.000 LS | 30000.00000 30000.00| 12350.00000 12350.00|
REMOVING EXISTING BRIDGE | | |
0040 203.20 390.000 M3 | 10.00000 3900.00| 12.90000 5031.00|
COMMON EXCAVATION | | |
0050 203.24 20.000 M3 | 15.00000 300.00| 15.50000 310.00|
COMMON BORROW | | |
0060 203.25 290.000 M3 | 20.50000 5945.00| 28.70000 8323.00|
GRANULAR BORROW | | |
0070 206.061 31.000 M3 | 50.00000 1550.00| 30.00000 930.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 304.10 460.000 M3 | 22.50000 10350.00| 28.85000 13271.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.210 50.000 MG | 160.00000 8000.00| 90.00000 4500.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 57.000 MG | 130.00000 7410.00| 85.00000 4845.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 48.000 L | 6.00000 288.00| 5.00000 240.00|
BITUMINOUS TACK COAT APPLIED | | |
0120 509.19 1.000 LS | 79500.00000 79500.00| 77600.00000 77600.00|
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0130 511.07 LUMP| 2000.00000 2000.00| 1500.00000 1500.00|
COFFERDAM: DOWNSTREAM | | |
0140 511.07 LUMP| 3000.00000 3000.00| 6000.00000 6000.00|
COFFERDAM: UPSTREAM | | |
0150 603.16 15.000 M | 65.00000 975.00| 115.00000 1725.00|
375 MM CULVERT PIPE OPTION I | | |
0160 606.265 3.000 EA | 28.00000 84.00| 25.00000 75.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 606.35 6.000 EA | 27.00000 162.00| 25.00000 150.00|
GUARDRAIL DELINEATOR POST | | |
0180 606.55 23.000 M | 50.00000 1150.00| 45.00000 1035.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 8
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00
=========
====================================================================================================================================
|( 7 ) 000063 |( 8 ) 000416 |( )
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.59 23.000 M | 50.00000 1150.00| 45.00000 1035.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0200 606.76 1.000 EA | 1800.00000 1800.00| 1550.00000 1550.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0210 610.09 6.000 M3 | 120.00000 720.00| 115.00000 690.00|
HAND LAID RIPRAP | | |
0220 610.16 82.000 M3 | 66.00000 5412.00| 55.00000 4510.00|
HEAVY RIPRAP | | |
0230 613.319 12.000 M2 | 5.00000 60.00| 15.00000 180.00|
EROSION CONTROL BLANKET | | |
0240 615.07 9.000 M3 | 40.00000 360.00| 70.00000 630.00|
LOAM | | |
0250 618.1411 4.000 UN | 95.00000 380.00| 90.00000 360.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0260 619.1201 5.000 UN | 40.00000 200.00| 40.00000 200.00|
MULCH - PLAN QUANTITY | | |
0270 620.54 170.000 M2 | 4.00000 680.00| 3.50000 595.00|
STABILIZATION GEOTEXTILE | | |
0280 620.58 44.000 M2 | 3.00000 132.00| 10.00000 440.00|
EROSION CONTROL GEOTEXTILE | | |
0290 622.10 2.000 EA | 115.00000 230.00| 100.00000 200.00|
TRANSPLANTING SHRUB | | |
0300 627.711 180.000 M | 5.50000 990.00| 4.95000 891.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0310 629.05 10.000 HR | 22.00000 220.00| 35.00000 350.00|
HAND LABOR, STRAIGHT TIME | | |
0320 631.12 10.000 HR | 85.00000 850.00| 105.00000 1050.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0330 631.14 10.000 HR | 65.00000 650.00| 120.00000 1200.00|
GRADER (INCLUDING OPERATOR) | | |
0340 631.15 10.000 HR | 40.00000 400.00| 70.00000 700.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0350 631.171 10.000 HR | 30.00000 300.00| 55.00000 550.00|
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0360 631.22 10.000 HR | 40.00000 400.00| 80.00000 800.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0370 637.071 LUMP| 500.00000 500.00| 950.00000 950.00|
DUST CONTROL | | |
LETTING DATE : 01/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/07/04
PAGE : 9
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 010138.00
=========
====================================================================================================================================
|( 7 ) 000063 |( 8 ) 000416 |( )
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 639.19 1.000 EA | 1700.00000 1700.00| 3195.00000 3195.00|
FIELD OFFICE TYPE B | | |
0390 652.312 6.000 EA | 150.00000 900.00| 265.00000 1590.00|
TYPE III BARRICADE | | |
0400 652.33 20.000 EA | 30.00000 600.00| 65.00000 1300.00|
DRUM | | |
0410 652.34 20.000 EA | 20.00000 400.00| 25.00000 500.00|
CONE | | |
0420 652.35 15.000 M2 | 125.00000 1875.00| 105.00000 1575.00|
CONSTRUCTION SIGNS | | |
0430 652.361 1.000 LS | 1500.00000 1500.00| 2000.00000 2000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0440 652.38 40.000 HR | 16.00000 640.00| 25.00000 1000.00|
FLAGGER | | |
0450 656.75 LUMP| 1850.00000 1850.00| 2500.00000 2500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0460 659.10 LUMP| 18000.00000 18000.00| 29000.00000 29000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 198,913.00| $ 199,626.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 198,913.00| $ 199,626.00| $
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