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LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010074.56 COMPLETION DATE : 11/15/04
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PROJECT(S): BR-1007(456)X LOCATION(S): Alton-Argyle MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000063 WYMAN & SIMPSON, INC. $ 381,756.00 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 414,888.00 108.6788%
3 000032 REED & REED, INC. $ 442,980.50 116.0376%
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|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 000032
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 36.000 LS | 50000.00000 50000.00| 60500.00000 60500.00| 45000.00000 45000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 201.000 M3 | 12.00000 2412.00| 13.95000 2803.95| 15.00000 3015.00
COMMON EXCAVATION | | |
0030 203.25 125.000 M3 | 28.00000 3500.00| 29.65000 3706.25| 20.00000 2500.00
GRANULAR BORROW | | |
0040 206.061 36.000 M3 | 15.00000 540.00| 44.50000 1602.00| 10.00000 360.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 206.082 187.000 M3 | 12.00000 2244.00| 21.50000 4020.50| 25.00000 4675.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 290.000 M3 | 25.00000 7250.00| 25.50000 7395.00| 25.00000 7250.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.209 5.000 MG | 110.00000 550.00| 105.00000 525.00| 105.00000 525.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 66.000 MG | 105.00000 6930.00| 100.00000 6600.00| 100.00000 6600.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.213 43.000 MG | 105.00000 4515.00| 100.00000 4300.00| 100.00000 4300.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 501.231 1.000 EA | 3100.00000 3100.00| 4500.00000 4500.00| 3500.00000 3500.00
DYNAMIC LOADING TEST | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010074.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 000032
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 501.40 75.000 M | 92.00000 6900.00| 275.00000 20625.00| 200.00000 15000.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0120 501.401 75.000 M | 12.00000 900.00| 20.00000 1500.00| 25.00000 1875.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0130 501.90 12.000 EA | 100.00000 1200.00| 250.00000 3000.00| 200.00000 2400.00
PILE TIPS | | |
0140 501.91 6.000 EA | 50.00000 300.00| 1.00000 6.00| 150.00000 900.00
PILE SPLICES | | |
0150 501.92 LUMP| 12000.00000 12000.00| 12250.00000 12250.00| 10000.00000 10000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0160 502.219 32.000 LS | 30000.00000 30000.00| 34500.00000 34500.00| 50000.00000 50000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0170 502.49 5.000 LS | 9400.00000 9400.00| 7295.00000 7295.00| 15000.00000 15000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0180 503.12 2096.000 KG | 2.00000 4192.00| 1.90000 3982.40| 1.25000 2620.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0190 503.13 2096.000 KG | 1.00000 2096.00| 2.15000 4506.40| 1.25000 2620.00
REINFORCING STEEL, PLACING | | |
0200 507.0811 66.200 LS | 12500.00000 12500.00| 12775.00000 12775.00| 18000.00000 18000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0210 508.14 160.000 LS | 8000.00000 8000.00| 7885.00000 7885.00| 10000.00000 10000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0220 512.081 26.000 LS | 2000.00000 2000.00| 2250.00000 2250.00| 2500.00000 2500.00
FRENCH DRAINS | | |
0230 514.06 1.000 EA | 900.00000 900.00| 750.00000 750.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0240 515.21 73.000 LS | 500.00000 500.00| 555.00000 555.00| 2500.00000 2500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0250 526.34 4.000 EA | 1430.00000 5720.00| 1475.00000 5900.00| 1500.00000 6000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0260 535.62 89.000 LS | 134000.00000 134000.00| 109000.00000 109000.00| 140000.00000 140000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0270 606.17 4.000 M | 55.00000 220.00| 55.00000 220.00| 52.00000 208.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0280 606.1721 4.000 EA | 1150.00000 4600.00| 1100.00000 4400.00| 1100.00000 4400.00
BRIDGE TRANSITION - TYPE 1 | | |
0290 606.22 2.000 M | 58.00000 116.00| 55.00000 110.00| 60.00000 120.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0300 606.35 4.000 EA | 37.00000 148.00| 35.00000 140.00| 35.00000 140.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010074.56
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 000032
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.78 2.000 EA | 950.00000 1900.00| 900.00000 1800.00| 900.00000 1800.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0320 610.08 97.000 M3 | 90.00000 8730.00| 42.50000 4122.50| 65.00000 6305.00
PLAIN RIPRAP | | |
0330 615.07 15.000 M3 | 30.00000 450.00| 47.50000 712.50| 30.00000 450.00
LOAM | | |
0340 618.1401 1.500 UN | 415.00000 622.50| 400.00000 600.00| 400.00000 600.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0350 619.1201 1.500 UN | 47.00000 70.50| 50.00000 75.00| 45.00000 67.50
MULCH - PLAN QUANTITY | | |
0360 619.1301 10.000 M3 | 64.00000 640.00| 40.50000 405.00| 61.00000 610.00
BARK MULCH - PLAN QUANTITY | | |
0370 619.1401 10.000 M3 | 64.00000 640.00| 45.50000 455.00| 25.00000 250.00
EROSION CONTROL MIX | | |
0380 620.58 200.000 M2 | 2.25000 450.00| 2.60000 520.00| 2.00000 400.00
EROSION CONTROL GEOTEXTILE | | |
0390 629.05 10.000 HR | 28.00000 280.00| 30.00000 300.00| 30.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
0400 631.12 10.000 HR | 100.00000 1000.00| 110.00000 1100.00| 75.00000 750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.172 10.000 HR | 38.00000 380.00| 50.00000 500.00| 40.00000 400.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0420 639.19 1.000 EA | 2400.00000 2400.00| 4250.00000 4250.00| 6000.00000 6000.00
FIELD OFFICE TYPE B | | |
0430 652.39 LUMP| 4600.00000 4600.00| 4950.00000 4950.00| 12000.00000 12000.00
WORK ZONE TRAFFIC CONTROL | | |
0440 656.55 1.000 M3 | 60.00000 60.00| 66.50000 66.50| 40.00000 40.00
DUMPED STONE | | |
0450 656.75 LUMP| 4800.00000 4800.00| 2200.00000 2200.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0460 659.10 LUMP| 38000.00000 38000.00| 65229.00000 65229.00| 40000.00000 40000.00
MOBILIZATION | | |
SECTION TOTALS | $ 381,756.00| $ 414,888.00| $ 442,980.50
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CONTRACT TOTALS | $ 381,756.00| $ 414,888.00| $ 442,980.50
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