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LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00 COMPLETION DATE : 11/15/06
=========
PROJECT(S): STP-A019(000)X LOCATION(S): LISBON, BRIDGE CULVERT REPLACEMENTNE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LISBON, BRIDGE CULVERT REPLACEMENT NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 249,100.00 100.0000%
2 000855 BRIDGECORP $ 274,002.30 109.9969%
3 001177 ATLANTIC MECHANICAL, INC. $ 279,232.00 112.0963%
4 000416 T BUCK CONSTRUCTION, INC. $ 299,999.00 120.4332%
5 000403 PRATT & SONS, INC. $ 302,846.10 121.5761%
6 001954 TECHNICAL CONSTRUCTION, INC. $ 303,387.20 121.7933%
7 001449 ST. LAURENT & SON, INC. $ 319,885.30 128.4164%
8 000763 GENDRON & GENDRON, INC. $ 327,745.00 131.5717%
9 000164 C P M CONSTRUCTORS $ 363,713.66 146.0111%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000855 |( 3 ) 001177
|WYMAN & SIMPSON, INC. |BRIDGECORP |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 CATEGORY NUMBER 0001
| | |
0010 203.20 930.000 M3 | 9.00000 8370.00| 15.86000 14749.80| 29.00000 26970.00
COMMON EXCAVATION | | |
0020 203.24 10.000 M3 | 20.00000 200.00| 25.93000 259.30| 21.00000 210.00
COMMON BORROW | | |
0030 203.25 400.000 M3 | 22.50000 9000.00| 28.82000 11528.00| 22.00000 8800.00
GRANULAR BORROW | | |
0040 206.061 50.000 M3 | 23.00000 1150.00| 134.60000 6730.00| 35.00000 1750.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 800.000 M3 | 24.50000 19600.00| 31.60000 25280.00| 24.00000 19200.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 95.000 MG | 95.00000 9025.00| 101.80000 9671.00| 118.00000 11210.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0070 403.209 40.000 MG | 132.00000 5280.00| 110.19000 4407.60| 168.00000 6720.00
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0080 403.213 105.000 MG | 92.00000 9660.00| 97.16000 10201.80| 115.00000 12075.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000855 |( 3 ) 001177
|WYMAN & SIMPSON, INC. |BRIDGECORP |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0090 409.15 90.000 L | 6.00000 540.00| 5.75000 517.50| 4.00000 360.00
BITUMINOUS TACK COAT APPLIED | | |
0100 509.12 17000.000 LS | 97500.00000 97500.00| 76939.91000 76939.91| 58555.00000 58555.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0110 511.07 LUMP | 3000.00000 3000.00| 6163.79000 6163.79| 4000.00000 4000.00
COFFERDAM: DOWNSTREAM | | |
0120 511.07 LUMP | 1000.00000 1000.00| 6163.79000 6163.79| 4000.00000 4000.00
COFFERDAM: UPSTREAM | | |
0130 603.159 15.000 M | 59.00000 885.00| 72.03000 1080.45| 97.00000 1455.00
300 MM CULVERT PIPE OPTION III | | |
0140 603.179 5.000 M | 110.00000 550.00| 162.18000 810.90| 207.00000 1035.00
450 MM CULVERT PIPE OPTION III | | |
0150 604.245 1.000 EA | 1260.00000 1260.00| 1385.77000 1385.77| 2700.00000 2700.00
CATCH BASIN TYPE F4-C | | |
0160 606.23 160.000 M | 50.00000 8000.00| 55.82000 8931.20| 55.70000 8912.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0170 606.232 7.600 M | 50.00000 380.00| 56.34000 428.18| 55.00000 418.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0180 606.265 1.000 EA | 58.00000 58.00| 60.13000 60.13| 60.00000 60.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0190 606.353 8.000 EA | 34.00000 272.00| 36.08000 288.64| 36.00000 288.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0200 606.79 3.000 EA | 1850.00000 5550.00| 2022.05000 6066.15| 2015.00000 6045.00
GUARDRAIL 350 FLARED TERMINAL | | |
0210 609.31 130.000 M | 16.00000 2080.00| 27.61000 3589.30| 24.00000 3120.00
CURB TYPE 3 | | |
0220 610.08 360.000 M3 | 66.00000 23760.00| 60.52000 21787.20| 45.00000 16200.00
PLAIN RIPRAP | | |
0230 615.0701 50.000 M3 | 39.00000 1950.00| 75.92000 3796.00| 28.30000 1415.00
LOAM - PLAN QUANTITY | | |
0240 618.1401 10.000 UN | 49.00000 490.00| 54.11000 541.10| 85.00000 850.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 10.000 UN | 21.50000 215.00| 24.05000 240.50| 60.00000 600.00
MULCH - PLAN QUANTITY | | |
0260 620.54 250.000 M2 | 2.30000 575.00| 1.93000 482.50| 14.00000 3500.00
STABILIZATION GEOTEXTILE | | |
0270 620.58 380.000 M2 | 2.00000 760.00| 1.18000 448.40| 7.00000 2660.00
EROSION CONTROL GEOTEXTILE | | |
0280 620.65 160.000 M2 | 7.75000 1240.00| 8.77000 1403.20| 25.15000 4024.00
REINFORCEMENT GEOGRID | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000855 |( 3 ) 001177
|WYMAN & SIMPSON, INC. |BRIDGECORP |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0290 627.711 500.000 M | 2.20000 1100.00| 2.21000 1105.00| 2.50000 1250.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0300 629.05 20.000 HR | 25.00000 500.00| 54.11000 1082.20| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0310 631.12 10.000 HR | 90.00000 900.00| 162.34000 1623.40| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0320 631.14 10.000 HR | 80.00000 800.00| 162.34000 1623.40| 125.00000 1250.00
GRADER (INCLUDING OPERATOR) | | |
0330 631.172 20.000 HR | 45.00000 900.00| 78.16000 1563.20| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0340 639.19 1.000 EA | 2500.00000 2500.00| 2585.38000 2585.38| 4500.00000 4500.00
FIELD OFFICE TYPE B | | |
0350 652.38 50.000 HR | 21.00000 1050.00| 14.56000 728.00| 20.00000 1000.00
FLAGGER | | |
0360 652.39 LUMP | 2000.00000 2000.00| 8152.23000 8152.23| 6500.00000 6500.00
WORK ZONE TRAFFIC CONTROL | | |
0370 656.75 LUMP | 2000.00000 2000.00| 2960.80000 2960.80| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0380 659.10 LUMP | 25000.00000 25000.00| 28626.58000 28626.58| 50000.00000 50000.00
MOBILIZATION | | |
SECTION TOTALS | $ 249,100.00| $ 274,002.30| $ 279,232.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 249,100.00| $ 274,002.30| $ 279,232.00
====================================================================================================================================
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000403 |( 6 ) 001954
|T BUCK CONSTRUCTION, INC. |PRATT & SONS, INC. |TECHNICAL CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 CATEGORY NUMBER 0001
| | |
0010 203.20 930.000 M3 | 11.00000 10230.00| 20.00000 18600.00| 17.00000 15810.00
COMMON EXCAVATION | | |
0020 203.24 10.000 M3 | 30.00000 300.00| 23.00000 230.00| 8.00000 80.00
COMMON BORROW | | |
0030 203.25 400.000 M3 | 25.00000 10000.00| 64.00000 25600.00| 32.00000 12800.00
GRANULAR BORROW | | |
0040 206.061 50.000 M3 | 40.00000 2000.00| 30.00000 1500.00| 35.00000 1750.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 800.000 M3 | 24.00000 19200.00| 39.00000 31200.00| 29.00000 23200.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 95.000 MG | 102.00000 9690.00| 102.00000 9690.00| 110.00000 10450.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0070 403.209 40.000 MG | 150.00000 6000.00| 150.00000 6000.00| 120.00000 4800.00
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0080 403.213 105.000 MG | 105.00000 11025.00| 105.00000 11025.00| 100.00000 10500.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 90.000 L | 8.75000 787.50| 8.75000 787.50| 5.80000 522.00
BITUMINOUS TACK COAT APPLIED | | |
0100 509.12 17000.000 LS | 131600.00000 131600.00| 77000.00000 77000.00| 90000.00000 90000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0110 511.07 LUMP | 4325.00000 4325.00| 4500.00000 4500.00| 7000.00000 7000.00
COFFERDAM: DOWNSTREAM | | |
0120 511.07 LUMP | 8560.00000 8560.00| 4500.00000 4500.00| 12000.00000 12000.00
COFFERDAM: UPSTREAM | | |
0130 603.159 15.000 M | 120.00000 1800.00| 135.00000 2025.00| 100.00000 1500.00
300 MM CULVERT PIPE OPTION III | | |
0140 603.179 5.000 M | 195.00000 975.00| 245.00000 1225.00| 140.00000 700.00
450 MM CULVERT PIPE OPTION III | | |
0150 604.245 1.000 EA | 1950.00000 1950.00| 2100.00000 2100.00| 1500.00000 1500.00
CATCH BASIN TYPE F4-C | | |
0160 606.23 160.000 M | 46.50000 7440.00| 56.00000 8960.00| 47.00000 7520.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0170 606.232 7.600 M | 47.00000 357.20| 56.00000 425.60| 47.00000 357.20
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0180 606.265 1.000 EA | 50.00000 50.00| 60.00000 60.00| 38.00000 38.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000403 |( 6 ) 001954
|T BUCK CONSTRUCTION, INC. |PRATT & SONS, INC. |TECHNICAL CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 606.353 8.000 EA | 30.00000 240.00| 36.00000 288.00| 30.00000 240.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0200 606.79 3.000 EA | 1685.00000 5055.00| 2500.00000 7500.00| 1700.00000 5100.00
GUARDRAIL 350 FLARED TERMINAL | | |
0210 609.31 130.000 M | 19.70000 2561.00| 32.00000 4160.00| 51.00000 6630.00
CURB TYPE 3 | | |
0220 610.08 360.000 M3 | 42.50000 15300.00| 75.00000 27000.00| 66.00000 23760.00
PLAIN RIPRAP | | |
0230 615.0701 50.000 M3 | 55.00000 2750.00| 61.00000 3050.00| 40.00000 2000.00
LOAM - PLAN QUANTITY | | |
0240 618.1401 10.000 UN | 45.00000 450.00| 81.00000 810.00| 46.00000 460.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 10.000 UN | 20.00000 200.00| 58.00000 580.00| 20.00000 200.00
MULCH - PLAN QUANTITY | | |
0260 620.54 250.000 M2 | 3.00000 750.00| 5.00000 1250.00| 9.00000 2250.00
STABILIZATION GEOTEXTILE | | |
0270 620.58 380.000 M2 | 2.50000 950.00| 5.00000 1900.00| 3.70000 1406.00
EROSION CONTROL GEOTEXTILE | | |
0280 620.65 160.000 M2 | 8.50000 1360.00| 10.00000 1600.00| 5.40000 864.00
REINFORCEMENT GEOGRID | | |
0290 627.711 500.000 M | 2.05000 1025.00| 2.50000 1250.00| 2.10000 1050.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0300 629.05 20.000 HR | 35.00000 700.00| 59.00000 1180.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0310 631.12 10.000 HR | 125.00000 1250.00| 140.00000 1400.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0320 631.14 10.000 HR | 175.00000 1750.00| 226.00000 2260.00| 180.00000 1800.00
GRADER (INCLUDING OPERATOR) | | |
0330 631.172 20.000 HR | 65.00000 1300.00| 82.00000 1640.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0340 639.19 1.000 EA | 5000.00000 5000.00| 9600.00000 9600.00| 3500.00000 3500.00
FIELD OFFICE TYPE B | | |
0350 652.38 50.000 HR | 20.00000 1000.00| 19.00000 950.00| 22.00000 1100.00
FLAGGER | | |
0360 652.39 LUMP | 8500.00000 8500.00| 5000.00000 5000.00| 15000.00000 15000.00
WORK ZONE TRAFFIC CONTROL | | |
0370 656.75 LUMP | 4750.00000 4750.00| 3000.00000 3000.00| 4500.00000 4500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 6
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000403 |( 6 ) 001954
|T BUCK CONSTRUCTION, INC. |PRATT & SONS, INC. |TECHNICAL CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 659.10 LUMP | 18818.30000 18818.30| 23000.00000 23000.00| 30000.00000 30000.00
MOBILIZATION | | |
SECTION TOTALS | $ 299,999.00| $ 302,846.10| $ 303,387.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 299,999.00| $ 302,846.10| $ 303,387.20
====================================================================================================================================
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 7
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00
=========
====================================================================================================================================
|( 7 ) 001449 |( 8 ) 000763 |( 9 ) 000164
|ST. LAURENT & SON, INC. |GENDRON & GENDRON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 CATEGORY NUMBER 0001
| | |
0010 203.20 930.000 M3 | 18.00000 16740.00| 12.00000 11160.00| 15.00000 13950.00
COMMON EXCAVATION | | |
0020 203.24 10.000 M3 | 25.00000 250.00| 18.00000 180.00| 40.00000 400.00
COMMON BORROW | | |
0030 203.25 400.000 M3 | 20.00000 8000.00| 20.00000 8000.00| 25.00000 10000.00
GRANULAR BORROW | | |
0040 206.061 50.000 M3 | 25.00000 1250.00| 32.50000 1625.00| 130.00000 6500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 800.000 M3 | 25.00000 20000.00| 21.00000 16800.00| 32.00000 25600.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 95.000 MG | 110.00000 10450.00| 101.80000 9671.00| 101.80000 9671.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0070 403.209 40.000 MG | 120.00000 4800.00| 110.19000 4407.60| 110.19000 4407.60
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0080 403.213 105.000 MG | 105.00000 11025.00| 97.16000 10201.80| 97.16000 10201.80
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 90.000 L | 6.75000 607.50| 5.75000 517.50| 5.75000 517.50
BITUMINOUS TACK COAT APPLIED | | |
0100 509.12 17000.000 LS | 95000.00000 95000.00| 126168.00000 126168.00| 145000.00000 145000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0110 511.07 LUMP | 15500.00000 15500.00| 14746.00000 14746.00| 12000.00000 12000.00
COFFERDAM: DOWNSTREAM | | |
0120 511.07 LUMP | 15500.00000 15500.00| 23746.00000 23746.00| 12000.00000 12000.00
COFFERDAM: UPSTREAM | | |
0130 603.159 15.000 M | 280.00000 4200.00| 150.00000 2250.00| 300.00000 4500.00
300 MM CULVERT PIPE OPTION III | | |
0140 603.179 5.000 M | 290.00000 1450.00| 160.00000 800.00| 350.00000 1750.00
450 MM CULVERT PIPE OPTION III | | |
0150 604.245 1.000 EA | 3500.00000 3500.00| 1200.00000 1200.00| 2500.00000 2500.00
CATCH BASIN TYPE F4-C | | |
0160 606.23 160.000 M | 60.00000 9600.00| 50.00000 8000.00| 46.42000 7427.20
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0170 606.232 7.600 M | 63.00000 478.80| 51.00000 387.60| 46.85000 356.06
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0180 606.265 1.000 EA | 32.00000 32.00| 60.00000 60.00| 50.00000 50.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 8
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00
=========
====================================================================================================================================
|( 7 ) 001449 |( 8 ) 000763 |( 9 ) 000164
|ST. LAURENT & SON, INC. |GENDRON & GENDRON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 606.353 8.000 EA | 44.00000 352.00| 30.00000 240.00| 30.00000 240.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0200 606.79 3.000 EA | 3200.00000 9600.00| 2000.00000 6000.00| 1681.00000 5043.00
GUARDRAIL 350 FLARED TERMINAL | | |
0210 609.31 130.000 M | 22.00000 2860.00| 19.15000 2489.50| 19.15000 2489.50
CURB TYPE 3 | | |
0220 610.08 360.000 M3 | 60.00000 21600.00| 50.00000 18000.00| 60.00000 21600.00
PLAIN RIPRAP | | |
0230 615.0701 50.000 M3 | 50.00000 2500.00| 40.00000 2000.00| 60.00000 3000.00
LOAM - PLAN QUANTITY | | |
0240 618.1401 10.000 UN | 90.00000 900.00| 60.00000 600.00| 45.00000 450.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 10.000 UN | 80.00000 800.00| 60.00000 600.00| 20.00000 200.00
MULCH - PLAN QUANTITY | | |
0260 620.54 250.000 M2 | 10.00000 2500.00| 3.00000 750.00| 3.00000 750.00
STABILIZATION GEOTEXTILE | | |
0270 620.58 380.000 M2 | 10.00000 3800.00| 3.00000 1140.00| 2.00000 760.00
EROSION CONTROL GEOTEXTILE | | |
0280 620.65 160.000 M2 | 20.00000 3200.00| 8.00000 1280.00| 10.00000 1600.00
REINFORCEMENT GEOGRID | | |
0290 627.711 500.000 M | 2.00000 1000.00| 2.05000 1025.00| 2.05000 1025.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0300 629.05 20.000 HR | 55.00000 1100.00| 30.00000 600.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0310 631.12 10.000 HR | 110.00000 1100.00| 125.00000 1250.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0320 631.14 10.000 HR | 120.00000 1200.00| 125.00000 1250.00| 125.00000 1250.00
GRADER (INCLUDING OPERATOR) | | |
0330 631.172 20.000 HR | 75.00000 1500.00| 55.00000 1100.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0340 639.19 1.000 EA | 5000.00000 5000.00| 3500.00000 3500.00| 4000.00000 4000.00
FIELD OFFICE TYPE B | | |
0350 652.38 50.000 HR | 35.00000 1750.00| 18.00000 900.00| 13.50000 675.00
FLAGGER | | |
0360 652.39 LUMP | 13740.00000 13740.00| 5000.00000 5000.00| 8000.00000 8000.00
WORK ZONE TRAFFIC CONTROL | | |
0370 656.75 LUMP | 12500.00000 12500.00| 8500.00000 8500.00| 8000.00000 8000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 9
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010190.00
=========
====================================================================================================================================
|( 7 ) 001449 |( 8 ) 000763 |( 9 ) 000164
|ST. LAURENT & SON, INC. |GENDRON & GENDRON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 659.10 LUMP | 14500.00000 14500.00| 31600.00000 31600.00| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 319,885.30| $ 327,745.00| $ 363,713.66
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 319,885.30| $ 327,745.00| $ 363,713.66
====================================================================================================================================