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LETTING DATE : 04/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : FRIENDSHIP TABULATION OF BIDS
CONTRACT ID : 009049.00
=========
COMPLETION DATE : 08/31/01
PROJECT(S): 009049.00 COUNTIE(S) : KNOX MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : ALUMINUM BOX CULVERT ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 198,477.20 100.0000%
2 000460 M & H LOGGING AND CONSTRUCTION $ 217,103.08 109.3844%
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|( 1 ) 000063 |( 2 ) 000460 |( )
|WYMAN & SIMPSON, INC. |M & H LOGGING AND CONSTRUCT |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 320.000 M3 | 8.00000 2560.00| 20.00000 6400.00|
COMMON EXCAVATION | | |
0020 203.24 175.000 M3 | 13.00000 2275.00| 15.00000 2625.00|
COMMON BORROW | | |
0030 203.25 40.000 M3 | 18.00000 720.00| 36.00000 1440.00|
GRANULAR BORROW | | |
0040 206.061 66.000 M3 | 7.50000 495.00| 70.00000 4620.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 206.082 53.000 M3 | 7.50000 397.50| 100.00000 5300.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 690.000 M3 | 19.00000 13110.00| 20.00000 13800.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 84.000 MG | 92.00000 7728.00| 93.50000 7854.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.213 83.000 MG | 92.00000 7636.00| 93.50000 7760.50|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0090 502.21 13.000 M3 | 800.00000 10400.00| 700.00000 9100.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0100 502.49 3.000 LS | 2300.00000 2300.00| 5800.00000 5800.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
LETTING DATE : 04/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : FRIENDSHIP TABULATION OF BIDS
CONTRACT ID : 009049.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000460 |( )
|WYMAN & SIMPSON, INC. |M & H LOGGING AND CONSTRUCT |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 503.12 685.000 KG | 3.00000 2055.00| 1.50000 1027.50|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0120 503.13 685.000 KG | 1.65000 1130.25| 2.00000 1370.00|
REINFORCING STEEL, PLACING | | |
0130 509.41 3054.000 LS | 89500.00000 89500.00| 58000.00000 58000.00|
ALUMINUM ALLOY STRUCTURAL PLATE BOX | | |
CULVERT,: | | |
0140 511.07 LUMP| 3500.00000 3500.00| 3000.00000 3000.00|
COFFERDAM: DOWNSTREAM | | |
0150 511.07 LUMP| 3500.00000 3500.00| 5000.00000 5000.00|
COFFERDAM: UPSTREAM | | |
0160 526.301 12.000 LS | 750.00000 750.00| 2500.00000 2500.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0170 606.151 118.110 M | 57.00000 6732.27| 59.00000 6968.49|
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0180 606.201 22.860 M | 68.00000 1554.48| 69.30000 1584.20|
GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS | | |
0190 606.265 3.000 EA | 32.00000 96.00| 33.00000 99.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0200 606.35 7.000 EA | 32.00000 224.00| 33.00000 231.00|
GUARDRAIL DELINEATOR POST | | |
0210 606.74 15.240 M | 180.00000 2743.20| 183.70000 2799.59|
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0220 606.76 1.000 EA | 1075.00000 1075.00| 1100.00000 1100.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0230 609.238 4.000 EA | 260.00000 1040.00| 200.00000 800.00|
TERMINAL CURB TYPE 1 - 2.4 M | | |
0240 610.08 40.000 M3 | 60.00000 2400.00| 70.00000 2800.00|
PLAIN RIPRAP | | |
0250 613.319 30.000 M2 | 2.00000 60.00| 5.00000 150.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0260 615.07 25.000 M3 | 26.00000 650.00| 25.00000 625.00|
LOAM | | |
0270 618.1411 6.000 UN | 80.00000 480.00| 63.80000 382.80|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0280 618.15 2.000 KG | 27.00000 54.00| 27.50000 55.00|
TEMPORARY SEEDING | | |
0290 618.25 10.000 M3 | 27.00000 270.00| 25.00000 250.00|
APPLIED WATER | | |
LETTING DATE : 04/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : FRIENDSHIP TABULATION OF BIDS
CONTRACT ID : 009049.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000460 |( )
|WYMAN & SIMPSON, INC. |M & H LOGGING AND CONSTRUCT |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 619.1201 6.000 UN | 66.00000 396.00| 49.50000 297.00|
MULCH - PLAN QUANTITY | | |
0310 620.58 50.000 M2 | 2.00000 100.00| 5.00000 250.00|
EROSION CONTROL GEOTEXTILE | | |
0320 627.71 190.000 M | 2.15000 408.50| 2.20000 418.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0330 627.73 180.000 M | 2.15000 387.00| 2.20000 396.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0340 629.05 10.000 MH | 20.00000 200.00| 20.00000 200.00|
HAND LABOR, STRAIGHT TIME | | |
0350 631.12 10.000 HR | 70.00000 700.00| 65.00000 650.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.132 10.000 HR | 50.00000 500.00| 55.00000 550.00|
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0370 631.172 10.000 HR | 35.00000 350.00| 40.00000 400.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0380 637.071 LUMP| 500.00000 500.00| 2000.00000 2000.00|
DUST CONTROL | | |
0390 639.19 1.000 EA | 1500.00000 1500.00| 2000.00000 2000.00|
FIELD OFFICE TYPE B | | |
0400 652.39 LUMP| 4700.00000 4700.00| 3500.00000 3500.00|
WORK ZONE TRAFFIC CONTROL | | |
0410 656.75 LUMP| 5300.00000 5300.00| 8000.00000 8000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0420 659.10 LUMP| 18000.00000 18000.00| 45000.00000 45000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 198,477.20| $ 217,103.08| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 198,477.20| $ 217,103.08| $
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