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LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 008961.00 COMPLETION DATE : 08/22/03
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PROJECT(S): STP-8961(00)X LOCATION(S): OAKLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : WEARING SURFACE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000118 STETSON & WATSON, J. V. $ 213,028.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 224,911.00 105.5781%
3 000054 THE DIAZ CORPORATION $ 237,132.50 111.3152%
4 001401 S & A DRAKE INC. $ 248,478.00 116.6410%
5 000416 T BUCK CONSTRUCTION INC. $ 264,903.30 124.3514%
6 000272 A & V CONSTRUCTION, CORP. $ 316,190.68 148.4268%
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|( 1 ) 000118 |( 2 ) 000063 |( 3 ) 000054
|STETSON & WATSON, J. V. |WYMAN & SIMPSON, INC. |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 202.127 600.000 LS | 50000.32000 50000.32| 35000.00000 35000.00| 10000.00000 10000.00
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0020 202.128 1.000 LS | 1000.00000 1000.00| 2500.00000 2500.00| 1500.00000 1500.00
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0030 403.209 4.000 MG | 110.00000 440.00| 120.00000 480.00| 175.00000 700.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0040 403.210 190.000 MG | 110.00000 20900.00| 86.00000 16340.00| 175.00000 33250.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0060 507.0831 36.220 LS | 25000.00000 25000.00| 25000.00000 25000.00| 38000.00000 38000.00
STEEL BRIDGE RAILING, 4 BAR | | |
0070 508.13 600.000 LS | 9000.00000 9000.00| 9500.00000 9500.00| 6000.00000 6000.00
MEMBRANE WATERPROOFING | | |
0080 518.30 70.000 M2 | 150.00000 10500.00| 155.00000 10850.00| 300.00000 21000.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO REINFORCING STEEL | | |
0090 518.31 70.000 M2 | 175.00000 12250.00| 250.00000 17500.00| 400.00000 28000.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0100 518.32 35.000 M2 | 225.00000 7875.00| 575.00000 20125.00| 700.00000 24500.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - FULL DEPTH | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 008961.00
=========
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|( 1 ) 000118 |( 2 ) 000063 |( 3 ) 000054
|STETSON & WATSON, J. V. |WYMAN & SIMPSON, INC. |THE DIAZ CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 518.39 75.000 M | 20.00000 1500.00| 55.00000 4125.00| 50.00000 3750.00
REPAIRING GRANITE CURB BEDDING MORTAR | | |
0120 520.241 2.000 EA | 15000.00000 30000.00| 15000.00000 30000.00| 7000.00000 14000.00
BRIDGE JOINT MODIFICATION TYPE 1 | | |
0130 526.301 54.000 LS | 5000.00000 5000.00| 8000.00000 8000.00| 7500.00000 7500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0140 606.1722 1.000 EA | 1200.00000 1200.00| 1300.00000 1300.00| 1300.00000 1300.00
BRIDGE TRANSITION - TYPE 2 | | |
0150 606.22 7.620 M | 114.00000 868.68| 150.00000 1143.00| 125.00000 952.50
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0160 606.265 1.000 EA | 150.00000 150.00| 175.00000 175.00| 500.00000 500.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 627.71 240.000 M | 2.00000 480.00| 2.50000 600.00| 2.00000 480.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0180 627.73 120.000 M | 3.25000 390.00| 3.50000 420.00| 4.00000 480.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0190 627.77 48.000 M2 | 24.00000 1152.00| 26.00000 1248.00| 25.00000 1200.00
REMOVING PAVEMENT MARKINGS | | |
0200 627.78 240.000 M | 3.00000 720.00| 3.25000 780.00| 3.00000 720.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0210 639.19 1.000 EA | 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0220 652.33 25.000 EA | 50.00000 1250.00| 35.00000 875.00| 50.00000 1250.00
DRUM | | |
0230 652.34 25.000 EA | 35.00000 875.00| 25.00000 625.00| 20.00000 500.00
CONE | | |
0240 652.35 45.000 M2 | 75.00000 3375.00| 105.00000 4725.00| 90.00000 4050.00
CONSTRUCTION SIGNS | | |
0250 652.361 30.000 LS | 1000.00000 1000.00| 3000.00000 3000.00| 2500.00000 2500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0260 652.38 200.000 HR | 14.00000 2800.00| 15.50000 3100.00| 15.00000 3000.00
FLAGGER | | |
0270 656.75 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0280 659.10 LUMP| 21302.00000 21302.00| 24000.00000 24000.00| 25000.00000 25000.00
MOBILIZATION | | |
SECTION TOTALS | $ 213,028.00| $ 224,911.00| $ 237,132.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 213,028.00| $ 224,911.00| $ 237,132.50
====================================================================================================================================
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 008961.00
=========
====================================================================================================================================
|( 4 ) 001401 |( 5 ) 000416 |( 6 ) 000272
|S & A DRAKE INC. |T BUCK CONSTRUCTION INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.127 600.000 LS | 28000.00000 28000.00| 15500.00000 15500.00| 41000.00000 41000.00
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0020 202.128 1.000 LS | 7500.00000 7500.00| 1500.00000 1500.00| 3600.00000 3600.00
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0030 403.209 4.000 MG | 200.00000 800.00| 110.00000 440.00| 110.00000 440.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0040 403.210 190.000 MG | 221.10000 42009.00| 80.00000 15200.00| 80.00000 15200.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0060 507.0831 36.220 LS | 40000.00000 40000.00| 21000.00000 21000.00| 40000.00000 40000.00
STEEL BRIDGE RAILING, 4 BAR | | |
0070 508.13 600.000 LS | 7500.00000 7500.00| 11000.00000 11000.00| 9200.00000 9200.00
MEMBRANE WATERPROOFING | | |
0080 518.30 70.000 M2 | 195.00000 13650.00| 250.00000 17500.00| 325.00000 22750.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO REINFORCING STEEL | | |
0090 518.31 70.000 M2 | 320.00000 22400.00| 400.00000 28000.00| 650.00000 45500.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0100 518.32 35.000 M2 | 600.00000 21000.00| 950.00000 33250.00| 980.00000 34300.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - FULL DEPTH | | |
0110 518.39 75.000 M | 20.00000 1500.00| 60.00000 4500.00| 56.00000 4200.00
REPAIRING GRANITE CURB BEDDING MORTAR | | |
0120 520.241 2.000 EA | 4500.00000 9000.00| 19800.00000 39600.00| 15000.00000 30000.00
BRIDGE JOINT MODIFICATION TYPE 1 | | |
0130 526.301 54.000 LS | 8000.00000 8000.00| 12500.00000 12500.00| 10000.00000 10000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0140 606.1722 1.000 EA | 1800.00000 1800.00| 1750.00000 1750.00| 1540.00000 1540.00
BRIDGE TRANSITION - TYPE 2 | | |
0150 606.22 7.620 M | 200.00000 1524.00| 115.00000 876.30| 114.00000 868.68
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0160 606.265 1.000 EA | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 627.71 240.000 M | 3.00000 720.00| 2.00000 480.00| 2.00000 480.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0180 627.73 120.000 M | 5.00000 600.00| 3.25000 390.00| 3.25000 390.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
LETTING DATE : 12/18/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 4
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 008961.00
=========
====================================================================================================================================
|( 4 ) 001401 |( 5 ) 000416 |( 6 ) 000272
|S & A DRAKE INC. |T BUCK CONSTRUCTION INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 627.77 48.000 M2 | 30.00000 1440.00| 24.00000 1152.00| 24.00000 1152.00
REMOVING PAVEMENT MARKINGS | | |
0200 627.78 240.000 M | 4.00000 960.00| 3.00000 720.00| 3.00000 720.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0210 639.19 1.000 EA | 5000.00000 5000.00| 7000.00000 7000.00| 4200.00000 4200.00
FIELD OFFICE TYPE B | | |
0220 652.33 25.000 EA | 70.00000 1750.00| 85.00000 2125.00| 25.00000 625.00
DRUM | | |
0230 652.34 25.000 EA | 25.00000 625.00| 20.00000 500.00| 25.00000 625.00
CONE | | |
0240 652.35 45.000 M2 | 100.00000 4500.00| 146.00000 6570.00| 110.00000 4950.00
CONSTRUCTION SIGNS | | |
0250 652.361 30.000 LS | 4000.00000 4000.00| 6500.00000 6500.00| 6000.00000 6000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0260 652.38 200.000 HR | 16.00000 3200.00| 16.00000 3200.00| 14.00000 2800.00
FLAGGER | | |
0270 656.75 LUMP| 2500.00000 2500.00| 3500.00000 3500.00| 3500.00000 3500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0280 659.10 LUMP| 18000.00000 18000.00| 30000.00000 30000.00| 32000.00000 32000.00
MOBILIZATION | | |
SECTION TOTALS | $ 248,478.00| $ 264,903.30| $ 316,190.68
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 248,478.00| $ 264,903.30| $ 316,190.68
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