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LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : KNOX TABULATION OF BIDS
CONTRACT ID : 007963.00
=========
COMPLETION DATE : 11/01/00
PROJECT(S): BH-7963(00)X COUNTIE(S) : WALDO MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : A BRIDGE WIDENING AND REHABILITATION ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001175 KEELEY CONSTRUCTION, CO., INC. $ 375,036.30 100.0000%
2 000272 A & V CONSTRUCTION, CORP. $ 393,015.80 104.7941%
3 001177 ATLANTIC MECHANICAL, INC. $ 403,576.02 107.6099%
4 000416 T BUCK CONSTRUCTION INC. $ 411,332.96 109.6782%
5 000164 C P M CONSTRUCTORS $ 413,846.16 110.3483%
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000272 |( 3 ) 001177
|KEELEY CONSTR., CO., INC. |A & V CONSTRUCTION, CORP. |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE & APPROACHS
| | |
0010 107.27 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 6250.00000 6250.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 5.000 EA | 150.00000 750.00| 300.00000 1500.00| 260.00000 1300.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 5.000 EA | 200.00000 1000.00| 50.00000 250.00| 195.00000 975.00
REMOVING STUMP | | |
0040 202.12 5.000 M3 | 250.00000 1250.00| 700.00000 3500.00| 500.00000 2500.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.14 18.000 M | 50.00000 900.00| 150.00000 2700.00| 313.00000 5634.00
REMOVING EXISTING RAILINGS (PROPERTY OF | | |
CONTRACTOR) | | |
0060 203.20 1100.000 M3 | 25.00000 27500.00| 13.00000 14300.00| 18.75000 20625.00
COMMON EXCAVATION | | |
0070 203.25 100.000 M3 | 15.00000 1500.00| 25.00000 2500.00| 16.00000 1600.00
GRANULAR BORROW | | |
0080 304.10 1100.000 M3 | 18.00000 19800.00| 22.00000 24200.00| 21.45000 23595.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 307.32 1650.000 M2 | 4.00000 6600.00| 5.50000 9075.00| 3.00000 4950.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : KNOX TABULATION OF BIDS
CONTRACT ID : 007963.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000272 |( 3 ) 001177
|KEELEY CONSTR., CO., INC. |A & V CONSTRUCTION, CORP. |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.207 120.000 MG | 85.00000 10200.00| 80.00000 9600.00| 71.40000 8568.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0110 403.208 475.000 MG | 85.00000 40375.00| 80.00000 38000.00| 71.40000 33915.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0120 403.209 5.000 MG | 100.00000 500.00| 175.00000 875.00| 150.00000 750.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.211 25.000 MG | 85.00000 2125.00| 80.00000 2000.00| 85.00000 2125.00
HOT MIX ASPHALT (SHIM) | | |
0140 409.15 285.000 L | 5.00000 1425.00| 5.00000 1425.00| 5.00000 1425.00
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 25.000 M3 | 40.00000 1000.00| 30.00000 750.00| 18.75000 468.75
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 502.21 80.000 M3 | 580.00000 46400.00| 380.00000 30400.00| 480.00000 38400.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.41 12.000 M3 | 950.00000 11400.00| 2000.00000 24000.00| 938.00000 11256.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0180 503.12 4253.000 KG | 1.00000 4253.00| 1.50000 6379.50| 0.84000 3572.52
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0190 503.13 4253.000 KG | 1.00000 4253.00| 2.00000 8506.00| 1.30000 5528.90
REINFORCING STEEL, PLACING | | |
0200 508.14 90.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 4356.25000 4356.25
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0210 511.07 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00
COFFERDAM: ABUT. #1 | | |
0220 511.07 LUMP| 5000.00000 5000.00| 16000.00000 16000.00| 10000.00000 10000.00
COFFERDAM: ABUT. #2 | | |
0230 512.081 25.000 LS | 2500.00000 2500.00| 1200.00000 1200.00| 1000.00000 1000.00
FRENCH DRAINS | | |
0240 514.06 1.000 EA | 700.00000 700.00| 800.00000 800.00| 700.00000 700.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 50.000 LS | 1000.00000 1000.00| 800.00000 800.00| 975.00000 975.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0260 518.31 10.000 M2 | 500.00000 5000.00| 1000.00000 10000.00| 438.00000 4380.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0270 526.301 30.000 LS | 4000.00000 4000.00| 7000.00000 7000.00| 2500.00000 2500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : KNOX TABULATION OF BIDS
CONTRACT ID : 007963.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000272 |( 3 ) 001177
|KEELEY CONSTR., CO., INC. |A & V CONSTRUCTION, CORP. |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 526.321 18.000 LS | 5400.00000 5400.00| 12000.00000 12000.00| 7500.00000 7500.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0290 603.179 24.000 M | 85.00000 2040.00| 120.00000 2880.00| 260.00000 6240.00
450 MM CULVERT PIPE OPTION III | | |
0300 604.092 1.000 EA | 1100.00000 1100.00| 2000.00000 2000.00| 3125.00000 3125.00
CATCH BASIN TYPE B1-C | | |
0310 606.1721 4.000 EA | 1100.00000 4400.00| 1100.00000 4400.00| 1200.00000 4800.00
BRIDGE TRANSITION - TYPE 1 | | |
0320 606.35 8.000 EA | 30.00000 240.00| 25.00000 200.00| 50.00000 400.00
GUARDRAIL DELINEATOR POST | | |
0330 606.55 68.580 M | 35.00000 2400.30| 35.00000 2400.30| 40.00000 2743.20
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0340 606.752 4.000 EA | 1500.00000 6000.00| 750.00000 3000.00| 2000.00000 8000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0350 606.76 4.000 EA | 1300.00000 5200.00| 1500.00000 6000.00| 1625.00000 6500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 609.31 165.000 M | 15.00000 2475.00| 18.00000 2970.00| 15.60000 2574.00
CURB TYPE 3 | | |
0370 610.08 150.000 M3 | 45.00000 6750.00| 50.00000 7500.00| 100.00000 15000.00
PLAIN RIPRAP | | |
0380 612.06 5.000 M2 | 30.00000 150.00| 20.00000 100.00| 25.00000 125.00
BITUMINOUS SEALING - BLACK | | |
0390 613.319 140.000 M2 | 4.00000 560.00| 4.00000 560.00| 2.50000 350.00
TEMPORARY EROSION CONTROL BLANKET | | |
0400 615.07 70.000 M3 | 40.00000 2800.00| 30.00000 2100.00| 38.00000 2660.00
LOAM | | |
0410 618.13 8.000 UN | 50.00000 400.00| 50.00000 400.00| 56.00000 448.00
SEEDING METHOD NUMBER 1 | | |
0420 618.141 6.000 UN | 70.00000 420.00| 60.00000 360.00| 82.00000 492.00
SEEDING METHOD NUMBER 3 | | |
0430 618.15 25.000 KG | 25.00000 625.00| 25.00000 625.00| 19.00000 475.00
TEMPORARY SEEDING | | |
0440 619.12 14.000 UN | 70.00000 980.00| 50.00000 700.00| 75.00000 1050.00
MULCH | | |
0450 627.71 560.000 M | 1.50000 840.00| 1.00000 560.00| 1.20000 672.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0460 627.73 280.000 M | 3.00000 840.00| 2.00000 560.00| 2.68000 750.40
100 MM YELLOW PAVEMENT MARKING LINE | | |
0470 627.75 30.000 M2 | 30.00000 900.00| 25.00000 750.00| 27.00000 810.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : KNOX TABULATION OF BIDS
CONTRACT ID : 007963.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000272 |( 3 ) 001177
|KEELEY CONSTR., CO., INC. |A & V CONSTRUCTION, CORP. |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 627.78 840.000 M | 1.50000 1260.00| 1.00000 840.00| 2.05000 1722.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0490 629.05 5.000 MH | 25.00000 125.00| 25.00000 125.00| 24.00000 120.00
HAND LABOR, STRAIGHT TIME | | |
0500 631.12 5.000 HR | 100.00000 500.00| 90.00000 450.00| 90.00000 450.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0510 631.172 10.000 HR | 45.00000 450.00| 40.00000 400.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0520 637.07 550.000 M3 | 4.00000 2200.00| 10.00000 5500.00| 29.00000 15950.00
SPRINKLING | | |
0530 637.08 11.000 MG | 600.00000 6600.00| 400.00000 4400.00| 600.00000 6600.00
CALCIUM CHLORIDE | | |
0540 639.19 1.000 EA | 4000.00000 4000.00| 4000.00000 4000.00| 3000.00000 3000.00
FIELD OFFICE TYPE B | | |
0550 643.72 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 16500.00000 16500.00
TEMPORARY TRAFFIC SIGNAL | | |
0560 652.31 10.000 EA | 60.00000 600.00| 60.00000 600.00| 62.00000 620.00
TYPE I BARRICADE | | |
0570 652.33 20.000 EA | 45.00000 900.00| 60.00000 1200.00| 35.00000 700.00
DRUM | | |
0580 652.34 10.000 EA | 20.00000 200.00| 20.00000 200.00| 25.00000 250.00
CONE | | |
0590 652.35 60.000 M2 | 90.00000 5400.00| 75.00000 4500.00| 125.00000 7500.00
CONSTRUCTION SIGNS | | |
0600 652.361 155.000 LS | 6000.00000 6000.00| 10000.00000 10000.00| 3000.00000 3000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0610 652.38 900.000 MH | 15.00000 13500.00| 11.00000 9900.00| 17.00000 15300.00
FLAGGER | | |
0620 659.10 LUMP| 60000.00000 60000.00| 40000.00000 40000.00| 55000.00000 55000.00
MOBILIZATION | | |
0630 206.082 145.000 M3 | 30.00000 4350.00| 35.00000 5075.00| 30.00000 4350.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
SECTION TOTALS | $ 375,036.30| $ 393,015.80| $ 403,576.02
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 375,036.30| $ 393,015.80| $ 403,576.02
====================================================================================================================================
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : KNOX TABULATION OF BIDS
CONTRACT ID : 007963.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000164 |( )
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE & APPROACHS
| | |
0010 107.27 LUMP| 3850.00000 3850.00| 5000.00000 5000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 5.000 EA | 120.00000 600.00| 275.00000 1375.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 5.000 EA | 140.00000 700.00| 90.00000 450.00|
REMOVING STUMP | | |
0040 202.12 5.000 M3 | 2300.00000 11500.00| 1000.00000 5000.00|
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.14 18.000 M | 353.00000 6354.00| 200.00000 3600.00|
REMOVING EXISTING RAILINGS (PROPERTY OF | | |
CONTRACTOR) | | |
0060 203.20 1100.000 M3 | 11.00000 12100.00| 14.00000 15400.00|
COMMON EXCAVATION | | |
0070 203.25 100.000 M3 | 30.00000 3000.00| 26.50000 2650.00|
GRANULAR BORROW | | |
0080 304.10 1100.000 M3 | 26.00000 28600.00| 17.00000 18700.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 307.32 1650.000 M2 | 2.40000 3960.00| 5.50000 9075.00|
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0100 403.207 120.000 MG | 60.00000 7200.00| 65.00000 7800.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0110 403.208 475.000 MG | 60.00000 28500.00| 65.00000 30875.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0120 403.209 5.000 MG | 100.00000 500.00| 110.00000 550.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.211 25.000 MG | 68.00000 1700.00| 70.00000 1750.00|
HOT MIX ASPHALT (SHIM) | | |
0140 409.15 285.000 L | 4.00000 1140.00| 4.00000 1140.00|
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 25.000 M3 | 60.00000 1500.00| 42.00000 1050.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 502.21 80.000 M3 | 673.00000 53840.00| 800.00000 64000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.41 12.000 M3 | 3674.00000 44088.00| 1700.00000 20400.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : KNOX TABULATION OF BIDS
CONTRACT ID : 007963.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000164 |( )
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 503.12 4253.000 KG | 0.75000 3189.75| 1.00000 4253.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0190 503.13 4253.000 KG | 0.60000 2551.80| 1.20000 5103.60|
REINFORCING STEEL, PLACING | | |
0200 508.14 90.000 LS | 3500.00000 3500.00| 4000.00000 4000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0210 511.07 LUMP| 1700.00000 1700.00| 23000.00000 23000.00|
COFFERDAM: ABUT. #1 | | |
0220 511.07 LUMP| 1700.00000 1700.00| 23000.00000 23000.00|
COFFERDAM: ABUT. #2 | | |
0230 512.081 25.000 LS | 640.00000 640.00| 1200.00000 1200.00|
FRENCH DRAINS | | |
0240 514.06 1.000 EA | 1000.00000 1000.00| 750.00000 750.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 50.000 LS | 450.00000 450.00| 350.00000 350.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0260 518.31 10.000 M2 | 280.00000 2800.00| 750.00000 7500.00|
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0270 526.301 30.000 LS | 2740.00000 2740.00| 5000.00000 5000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0280 526.321 18.000 LS | 13000.00000 13000.00| 15000.00000 15000.00|
PERMANENT CONCRETE BARRIER TYPE III A | | |
0290 603.179 24.000 M | 70.00000 1680.00| 280.00000 6720.00|
450 MM CULVERT PIPE OPTION III | | |
0300 604.092 1.000 EA | 1800.00000 1800.00| 1500.00000 1500.00|
CATCH BASIN TYPE B1-C | | |
0310 606.1721 4.000 EA | 1032.00000 4128.00| 1000.00000 4000.00|
BRIDGE TRANSITION - TYPE 1 | | |
0320 606.35 8.000 EA | 25.00000 200.00| 25.00000 200.00|
GUARDRAIL DELINEATOR POST | | |
0330 606.55 68.580 M | 39.50000 2708.91| 32.00000 2194.56|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0340 606.752 4.000 EA | 500.00000 2000.00| 700.00000 2800.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0350 606.76 4.000 EA | 1300.00000 5200.00| 1300.00000 5200.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 609.31 165.000 M | 12.50000 2062.50| 12.50000 2062.50|
CURB TYPE 3 | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : KNOX TABULATION OF BIDS
CONTRACT ID : 007963.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000164 |( )
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 610.08 150.000 M3 | 27.00000 4050.00| 75.00000 11250.00|
PLAIN RIPRAP | | |
0380 612.06 5.000 M2 | 20.00000 100.00| 20.00000 100.00|
BITUMINOUS SEALING - BLACK | | |
0390 613.319 140.000 M2 | 2.00000 280.00| 2.00000 280.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0400 615.07 70.000 M3 | 35.00000 2450.00| 25.00000 1750.00|
LOAM | | |
0410 618.13 8.000 UN | 40.00000 320.00| 40.00000 320.00|
SEEDING METHOD NUMBER 1 | | |
0420 618.141 6.000 UN | 40.00000 240.00| 40.00000 240.00|
SEEDING METHOD NUMBER 3 | | |
0430 618.15 25.000 KG | 6.00000 150.00| 2.50000 62.50|
TEMPORARY SEEDING | | |
0440 619.12 14.000 UN | 20.00000 280.00| 20.00000 280.00|
MULCH | | |
0450 627.71 560.000 M | 1.00000 560.00| 1.00000 560.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0460 627.73 280.000 M | 2.15000 602.00| 2.25000 630.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0470 627.75 30.000 M2 | 21.50000 645.00| 22.00000 660.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0480 627.78 840.000 M | 1.60000 1344.00| 1.75000 1470.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0490 629.05 5.000 MH | 27.00000 135.00| 23.00000 115.00|
HAND LABOR, STRAIGHT TIME | | |
0500 631.12 5.000 HR | 75.00000 375.00| 80.00000 400.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0510 631.172 10.000 HR | 40.00000 400.00| 38.00000 380.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0520 637.07 550.000 M3 | 16.00000 8800.00| 10.00000 5500.00|
SPRINKLING | | |
0530 637.08 11.000 MG | 134.00000 1474.00| 600.00000 6600.00|
CALCIUM CHLORIDE | | |
0540 639.19 1.000 EA | 3175.00000 3175.00| 4500.00000 4500.00|
FIELD OFFICE TYPE B | | |
0550 643.72 LUMP| 32750.00000 32750.00| 12500.00000 12500.00|
TEMPORARY TRAFFIC SIGNAL | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : KNOX TABULATION OF BIDS
CONTRACT ID : 007963.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000164 |( )
|T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 652.31 10.000 EA | 72.00000 720.00| 50.00000 500.00|
TYPE I BARRICADE | | |
0570 652.33 20.000 EA | 60.00000 1200.00| 50.00000 1000.00|
DRUM | | |
0580 652.34 10.000 EA | 20.00000 200.00| 20.00000 200.00|
CONE | | |
0590 652.35 60.000 M2 | 105.00000 6300.00| 90.00000 5400.00|
CONSTRUCTION SIGNS | | |
0600 652.361 155.000 LS | 5875.00000 5875.00| 2000.00000 2000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0610 652.38 900.000 MH | 11.50000 10350.00| 12.00000 10800.00|
FLAGGER | | |
0620 659.10 LUMP| 64200.00000 64200.00| 35000.00000 35000.00|
MOBILIZATION | | |
0630 206.082 145.000 M3 | 15.00000 2175.00| 60.00000 8700.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
SECTION TOTALS | $ 411,332.96| $ 413,846.16| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 411,332.96| $ 413,846.16| $
====================================================================================================================================