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LETTING DATIM-95-9047(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : RICHMOND TABULATION OF BIDS
SIDNEY
NORWAY CONTRACT ID : 009047.00
=========
COMPLETION DATE : 09/15/01
PROJECT(S): STP-8981(00)X COUNTIE(S) : SAGADAHOC MAINE STATE DEPTARTMENT OF TRANSPORTATION
OXFORD
KENNEBEC A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE WEARING SURFACE REPLACEMENTS ATTEST : _______________________________
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. $ 630,155.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 668,595.00 106.1001%
3 000164 C P M CONSTRUCTORS $ 753,372.50 119.5535%
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|( 1 ) 000118 |( 2 ) 000063 |( 3 ) 000164
|STETSON & WATSON, J. V. |WYMAN & SIMPSON, 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 ITEMS
| | |
0010 202.127 1015.000 LS | 75000.00000 75000.00| 85000.00000 85000.00| 77000.00000 77000.00
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0020 202.17 80.000 LS | 90000.00000 90000.00| 60500.00000 60500.00| 100000.00000 100000.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0030 202.203 840.000 M2 | 30.00000 25200.00| 32.00000 26880.00| 30.00000 25200.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 20.000 M3 | 12.00000 240.00| 22.00000 440.00| 37.00000 740.00
COMMON EXCAVATION | | |
0050 304.10 30.000 M3 | 18.00000 540.00| 29.00000 870.00| 47.00000 1410.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.209 10.000 MG | 150.00000 1500.00| 160.00000 1600.00| 150.00000 1500.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 525.000 MG | 150.00000 78750.00| 160.00000 84000.00| 150.00000 78750.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 409.15 75.000 L | 5.00000 375.00| 5.00000 375.00| 5.00000 375.00
BITUMINOUS TACK COAT APPLIED | | |
0090 507.30 20.000 EA | 50.00000 1000.00| 66.00000 1320.00| 60.00000 1200.00
ALUMINUM RAIL BAR SPLICE RETROFIT | | |
0100 508.13 1015.000 LS | 10000.00000 10000.00| 9600.00000 9600.00| 9000.00000 9000.00
MEMBRANE WATERPROOFING | | |
0110 508.14 1050.000 LS | 25000.00000 25000.00| 24500.00000 24500.00| 23000.00000 23000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
LETTING DATE : 04/11/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : RICHMOND TABULATION OF BIDS
SIDNEY
NORWAY CONTRACT ID : 009047.00
=========
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000063 |( 3 ) 000164
|STETSON & WATSON, J. V. |WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 518.30 115.000 M2 | 110.00000 12650.00| 170.00000 19550.00| 175.00000 20125.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO REINFORCING STEEL | | |
0130 518.31 85.000 M2 | 210.00000 17850.00| 260.00000 22100.00| 250.00000 21250.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0140 518.32 61.000 M2 | 360.00000 21960.00| 550.00000 33550.00| 500.00000 30500.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - FULL DEPTH | | |
0150 518.39 195.000 M | 20.00000 3900.00| 43.00000 8385.00| 55.00000 10725.00
REPAIRING GRANITE CURB BEDDING MORTAR | | |
0160 520.241 8.000 EA | 5000.00000 40000.00| 4800.00000 38400.00| 10000.00000 80000.00
BRIDGE JOINT MODIFICATION TYPE 1 | | |
0170 606.17 65.000 M | 50.00000 3250.00| 53.00000 3445.00| 50.00000 3250.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.1721 4.000 EA | 1000.00000 4000.00| 1020.00000 4080.00| 950.00000 3800.00
BRIDGE TRANSITION - TYPE 1 | | |
0190 606.1722 4.000 EA | 1000.00000 4000.00| 800.00000 3200.00| 750.00000 3000.00
BRIDGE TRANSITION - TYPE 2 | | |
0200 606.21 5.000 M | 53.00000 265.00| 56.00000 280.00| 275.00000 1375.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0210 606.73 230.000 M | 150.00000 34500.00| 148.00000 34040.00| 140.00000 32200.00
GUARDRAIL, THRIE BEAM, SINGLE RAIL, | | |
BRIDGE MOUNTED | | |
0220 609.31 25.000 M | 15.00000 375.00| 16.00000 400.00| 15.00000 375.00
CURB TYPE 3 | | |
0230 609.38 10.000 M | 10.00000 100.00| 14.00000 140.00| 82.00000 820.00
RESET CURB TYPE 1 | | |
0240 627.71 550.000 M | 2.00000 1100.00| 2.40000 1320.00| 1.70000 935.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0250 627.73 550.000 M | 2.00000 1100.00| 2.40000 1320.00| 3.35000 1842.50
100 MM YELLOW PAVEMENT MARKING LINE | | |
0260 639.19 1.000 EA | 7500.00000 7500.00| 3500.00000 3500.00| 7000.00000 7000.00
FIELD OFFICE TYPE B | | |
0270 643.72 LUMP| 25000.00000 25000.00| 66000.00000 66000.00| 50000.00000 50000.00
TEMPORARY TRAFFIC SIGNAL | | |
0280 652.75 LUMP| 75000.00000 75000.00| 66300.00000 66300.00| 90000.00000 90000.00
TRAFFIC CONTROL | | |
0290 656.75 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 3000.00000 3000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 04/11/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : RICHMOND TABULATION OF BIDS
SIDNEY
NORWAY CONTRACT ID : 009047.00
=========
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000063 |( 3 ) 000164
|STETSON & WATSON, J. V. |WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 659.10 LUMP| 60000.00000 60000.00| 65000.00000 65000.00| 75000.00000 75000.00
MOBILIZATION | | |
SECTION TOTALS | $ 630,155.00| $ 668,595.00| $ 753,372.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 630,155.00| $ 668,595.00| $ 753,372.50
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