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LETTING DATE : 06/14/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : FREEDOM TABULATION OF BIDS
CONTRACT ID : 007948.00
=========
COMPLETION DATE : 10/01/00
PROJECT(S): 007948.00 COUNTIE(S) : WALDO MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : A SUPERSTRUCTURE REPLACEMENT 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. $ 190,955.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 204,538.00 107.1132%
3 001175 KEELEY CONSTRUCTION, CO., INC. $ 209,553.00 109.7395%
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|( 1 ) 000118 |( 2 ) 000063 |( 3 ) 001175
|STETSON & WATSON, J. V. |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 6000.00000 6000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 31.000 LS | 50000.00000 50000.00| 30000.00000 30000.00| 60000.00000 60000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 140.000 M3 | 20.00000 2800.00| 9.00000 1260.00| 20.00000 2800.00
COMMON EXCAVATION | | |
0040 203.24 10.000 M3 | 20.00000 200.00| 15.00000 150.00| 20.00000 200.00
COMMON BORROW | | |
0050 203.25 20.000 M3 | 20.00000 400.00| 23.00000 460.00| 20.00000 400.00
GRANULAR BORROW | | |
0060 206.082 50.000 M3 | 20.00000 1000.00| 65.00000 3250.00| 50.00000 2500.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 156.000 M3 | 20.00000 3120.00| 25.00000 3900.00| 18.00000 2808.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 50.000 MG | 80.00000 4000.00| 86.00000 4300.00| 100.00000 5000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.209 2.000 MG | 125.00000 250.00| 135.00000 270.00| 200.00000 400.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 502.21 15.000 M3 | 600.00000 9000.00| 700.00000 10500.00| 750.00000 11250.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
LETTING DATE : 06/14/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : FREEDOM TABULATION OF BIDS
CONTRACT ID : 007948.00
=========
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000063 |( 3 ) 001175
|STETSON & WATSON, J. V. |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.25 32.000 LS | 50000.00000 50000.00| 40000.00000 40000.00| 25600.00000 25600.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0120 502.31 6.000 LS | 2000.00000 2000.00| 3000.00000 3000.00| 3000.00000 3000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0130 502.49 3.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 3000.00000 3000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0140 502.621 LUMP| 3000.00000 3000.00| 25000.00000 25000.00| 12000.00000 12000.00
SUBSTRUCTURE REPAIR | | |
0150 503.12 4200.000 KG | 1.50000 6300.00| 1.00000 4200.00| 1.00000 4200.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 4200.000 KG | 0.50000 2100.00| 0.40000 1680.00| 1.00000 4200.00
REINFORCING STEEL, PLACING | | |
0170 514.06 1.000 EA | 600.00000 600.00| 700.00000 700.00| 800.00000 800.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0180 515.21 84.000 LS | 400.00000 400.00| 1200.00000 1200.00| 1000.00000 1000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0190 525.25 LUMP| 1000.00000 1000.00| 8000.00000 8000.00| 3500.00000 3500.00
REPOINTING GRANITE MASONRY | | |
0200 526.301 24.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 1500.00000 1500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 601.22 27.000 M3 | 150.00000 4050.00| 175.00000 4725.00| 225.00000 6075.00
GABIONS, PVC COATED | | |
0220 603.17 11.000 M | 100.00000 1100.00| 130.00000 1430.00| 80.00000 880.00
450 MM CULVERT PIPE OPTION I | | |
0230 606.265 1.000 EA | 30.00000 30.00| 27.00000 27.00| 50.00000 50.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0240 606.35 8.000 EA | 25.00000 200.00| 32.00000 256.00| 30.00000 240.00
GUARDRAIL DELINEATOR POST | | |
0250 606.55 20.000 M | 40.00000 800.00| 75.00000 1500.00| 35.00000 700.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0260 606.60 8.000 M | 50.00000 400.00| 75.00000 600.00| 50.00000 400.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0270 606.74 20.000 M | 215.00000 4300.00| 200.00000 4000.00| 60.00000 1200.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0280 606.78 3.000 EA | 600.00000 1800.00| 800.00000 2400.00| 700.00000 2100.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0290 607.173 44.000 M | 75.00000 3300.00| 55.00000 2420.00| 110.00000 4840.00
CHAIN LINK FENCE - 1.8 METER PVC COATED | | |
LETTING DATE : 06/14/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : FREEDOM TABULATION OF BIDS
CONTRACT ID : 007948.00
=========
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000063 |( 3 ) 001175
|STETSON & WATSON, J. V. |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 609.247 4.000 EA | 250.00000 1000.00| 275.00000 1100.00| 400.00000 1600.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0310 610.18 10.000 M3 | 60.00000 600.00| 65.00000 650.00| 65.00000 650.00
STONE DITCH PROTECTION | | |
0320 615.07 5.000 M3 | 50.00000 250.00| 30.00000 150.00| 50.00000 250.00
LOAM | | |
0330 618.1401 1.000 UN | 500.00000 500.00| 1000.00000 1000.00| 100.00000 100.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0340 620.56 50.000 M2 | 3.00000 150.00| 5.00000 250.00| 5.00000 250.00
DRAINAGE GEOTEXTILE | | |
0350 620.58 50.000 M2 | 3.00000 150.00| 4.00000 200.00| 3.00000 150.00
EROSION CONTROL GEOTEXTILE | | |
0360 629.05 20.000 MH | 35.00000 700.00| 20.00000 400.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 100.00000 1000.00| 85.00000 850.00| 90.00000 900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.171 10.000 HR | 50.00000 500.00| 32.00000 320.00| 45.00000 450.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0390 631.36 10.000 MH | 40.00000 400.00| 28.00000 280.00| 40.00000 400.00
FOREMAN | | |
0400 637.071 LUMP| 500.00000 500.00| 1100.00000 1100.00| 1000.00000 1000.00
DUST CONTROL | | |
0410 639.18 1.000 EA | 2000.00000 2000.00| 3000.00000 3000.00| 4500.00000 4500.00
FIELD OFFICE TYPE A | | |
0420 652.31 16.000 EA | 60.00000 960.00| 50.00000 800.00| 60.00000 960.00
TYPE I BARRICADE | | |
0430 652.312 4.000 EA | 400.00000 1600.00| 250.00000 1000.00| 175.00000 700.00
TYPE III BARRICADE | | |
0440 652.33 10.000 EA | 60.00000 600.00| 35.00000 350.00| 45.00000 450.00
DRUM | | |
0450 652.34 10.000 EA | 20.00000 200.00| 25.00000 250.00| 20.00000 200.00
CONE | | |
0460 652.35 20.000 M2 | 125.00000 2500.00| 118.00000 2360.00| 100.00000 2000.00
CONSTRUCTION SIGNS | | |
0470 652.361 150.000 LS | 500.00000 500.00| 2500.00000 2500.00| 2000.00000 2000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0480 652.38 50.000 MH | 12.00000 600.00| 15.00000 750.00| 15.00000 750.00
FLAGGER | | |
0490 659.10 LUMP| 19095.00000 19095.00| 21500.00000 21500.00| 25000.00000 25000.00
MOBILIZATION | | |
SECTION TOTALS | $ 190,955.00| $ 204,538.00| $ 209,553.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 190,955.00| $ 204,538.00| $ 209,553.00
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