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LETTING DATE : 05/17/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : NORTH YARMOUTH TABULATION OF BIDS
CONTRACT ID : 007568.00
=========
COMPLETION DATE : 11/01/00
PROJECT(S): BR-7568(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001175 KEELEY CONSTRUCTION, CO., INC. $ 673,988.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 738,696.20 109.6008%
3 000063 WYMAN & SIMPSON, INC. $ 738,707.50 109.6025%
4 000272 A & V CONSTRUCTION, CORP. $ 751,444.00 111.4922%
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000164 |( 3 ) 000063
|KEELEY CONSTR., CO., INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, 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| 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 500.000 LS | 50000.00000 50000.00| 75000.00000 75000.00| 140000.00000 140000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 590.000 M3 | 9.00000 5310.00| 14.00000 8260.00| 9.60000 5664.00
COMMON EXCAVATION | | |
0040 203.24 3100.000 M3 | 12.00000 37200.00| 17.00000 52700.00| 12.20000 37820.00
COMMON BORROW | | |
0050 203.26 3200.000 M3 | 15.00000 48000.00| 25.00000 80000.00| 16.00000 51200.00
GRAVEL BORROW | | |
0060 203.35 56.000 M3 | 30.00000 1680.00| 45.00000 2520.00| 40.00000 2240.00
CRUSHED STONE FILL | | |
0070 304.10 1100.000 M3 | 18.00000 19800.00| 25.00000 27500.00| 18.30000 20130.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 320.000 MG | 65.00000 20800.00| 40.00000 12800.00| 43.00000 13760.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 27.000 MG | 90.00000 2430.00| 60.00000 1620.00| 64.00000 1728.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 6.000 MG | 100.00000 600.00| 50.00000 300.00| 54.00000 324.00
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 05/17/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : NORTH YARMOUTH TABULATION OF BIDS
CONTRACT ID : 007568.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000164 |( 3 ) 000063
|KEELEY CONSTR., CO., INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 10.000 L | 3.00000 30.00| 10.00000 100.00| 11.00000 110.00
BITUMINOUS TACK COAT APPLIED | | |
0120 502.219 87.000 LS | 48000.00000 48000.00| 60000.00000 60000.00| 52000.00000 52000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0130 502.25 35.000 LS | 9000.00000 9000.00| 12000.00000 12000.00| 13000.00000 13000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0140 502.31 15.000 LS | 4500.00000 4500.00| 7000.00000 7000.00| 4000.00000 4000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0150 503.12 4700.000 KG | 1.00000 4700.00| 2.00000 9400.00| 1.00000 4700.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 4700.000 KG | 0.50000 2350.00| 0.55000 2585.00| 0.30000 1410.00
REINFORCING STEEL, PLACING | | |
0170 508.13 163.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 2560.00000 2560.00
MEMBRANE WATERPROOFING | | |
0180 514.06 1.000 EA | 1000.00000 1000.00| 750.00000 750.00| 700.00000 700.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0190 515.21 94.000 LS | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0200 526.301 20.000 LS | 2000.00000 2000.00| 1000.00000 1000.00| 1500.00000 1500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 526.321 34.000 LS | 12000.00000 12000.00| 11000.00000 11000.00| 12700.00000 12700.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0220 535.60 70.000 LS | 97500.00000 97500.00| 100000.00000 100000.00| 110000.00000 110000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0230 606.1721 4.000 EA | 1600.00000 6400.00| 870.00000 3480.00| 800.00000 3200.00
BRIDGE TRANSITION - TYPE 1 | | |
0240 606.35 4.000 EA | 40.00000 160.00| 20.00000 80.00| 40.00000 160.00
GUARDRAIL DELINEATOR POST | | |
0250 606.55 298.000 M | 50.00000 14900.00| 34.40000 10251.20| 37.75000 11249.50
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0260 606.78 4.000 EA | 550.00000 2200.00| 430.00000 1720.00| 590.00000 2360.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 607.09 97.000 M | 25.00000 2425.00| 24.00000 2328.00| 17.00000 1649.00
WOVEN WIRE FENCE - METAL POSTS | | |
0280 607.32 4.000 EA | 150.00000 600.00| 118.00000 472.00| 195.00000 780.00
BRACING ASSEMBLY TYPE I - METAL POSTS | | |
0290 607.33 4.000 EA | 200.00000 800.00| 142.00000 568.00| 260.00000 1040.00
BRACING ASSEMBLY TYPE II - METAL POSTS | | |
0300 613.319 52.000 M2 | 4.00000 208.00| 6.00000 312.00| 10.00000 520.00
TEMPORARY EROSION CONTROL BLANKET | | |
LETTING DATE : 05/17/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : NORTH YARMOUTH TABULATION OF BIDS
CONTRACT ID : 007568.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000164 |( 3 ) 000063
|KEELEY CONSTR., CO., INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 615.07 183.000 M3 | 40.00000 7320.00| 30.00000 5490.00| 24.00000 4392.00
LOAM | | |
0320 618.143 37.000 UN | 65.00000 2405.00| 29.00000 1073.00| 31.00000 1147.00
SPECIAL SEED MIX: | | |
0330 619.12 46.000 UN | 25.00000 1150.00| 11.50000 529.00| 12.50000 575.00
MULCH | | |
0340 620.58 320.000 M2 | 3.00000 960.00| 2.00000 640.00| 3.50000 1120.00
EROSION CONTROL GEOTEXTILE | | |
0350 620.65 2060.000 M2 | 6.00000 12360.00| 5.00000 10300.00| 4.50000 9270.00
REINFORCEMENT GEOGRID | | |
0360 621.01 28.000 EA | 10.00000 280.00| 10.00000 280.00| 11.00000 308.00
EVERGREEN TREES (200 MM - 300 MM) | | |
0370 621.121 14.000 EA | 150.00000 2100.00| 150.00000 2100.00| 160.00000 2240.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP B | | |
0380 621.173 6.000 EA | 150.00000 900.00| 150.00000 900.00| 160.00000 960.00
MEDIUM DECIDUOUS TREE (1500MM - 1800MM) | | |
GROUP B | | |
0390 621.248 12.000 EA | 150.00000 1800.00| 150.00000 1800.00| 160.00000 1920.00
LARGE DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0400 621.52 765.000 EA | 5.00000 3825.00| 5.00000 3825.00| 5.40000 4131.00
DECIDUOUS SHRUBS (200 MM - 375 MM) | | |
ROOTED CUTTINGS | | |
0410 621.553 5.000 EA | 65.00000 325.00| 65.00000 325.00| 70.00000 350.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP B | | |
0420 627.71 460.000 M | 1.00000 460.00| 1.15000 529.00| 1.25000 575.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0430 627.73 460.000 M | 1.00000 460.00| 1.15000 529.00| 1.25000 575.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 629.05 10.000 MH | 25.00000 250.00| 20.00000 200.00| 22.00000 220.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 40.000 HR | 85.00000 3400.00| 90.00000 3600.00| 85.00000 3400.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 40.000 HR | 45.00000 1800.00| 47.00000 1880.00| 36.00000 1440.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 636.30 510.000 M2 | 300.00000 153000.00| 275.00000 140250.00| 227.00000 115770.00
M.S.E. RETAINING WALL | | |
0480 639.18 1.000 EA | 4000.00000 4000.00| 4000.00000 4000.00| 3500.00000 3500.00
FIELD OFFICE TYPE A | | |
LETTING DATE : 05/17/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : NORTH YARMOUTH TABULATION OF BIDS
CONTRACT ID : 007568.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000164 |( 3 ) 000063
|KEELEY CONSTR., CO., INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.31 10.000 EA | 60.00000 600.00| 50.00000 500.00| 35.00000 350.00
TYPE I BARRICADE | | |
0500 652.312 4.000 EA | 175.00000 700.00| 200.00000 800.00| 150.00000 600.00
TYPE III BARRICADE | | |
0510 652.33 20.000 EA | 40.00000 800.00| 50.00000 1000.00| 20.00000 400.00
DRUM | | |
0520 652.34 20.000 EA | 20.00000 400.00| 20.00000 400.00| 15.00000 300.00
CONE | | |
0530 652.35 30.000 M2 | 100.00000 3000.00| 90.00000 2700.00| 102.00000 3060.00
CONSTRUCTION SIGNS | | |
0540 652.361 120.000 LS | 3000.00000 3000.00| 1000.00000 1000.00| 6000.00000 6000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0550 652.38 40.000 MH | 15.00000 600.00| 20.00000 800.00| 15.00000 600.00
FLAGGER | | |
0560 659.10 LUMP| 65000.00000 65000.00| 62000.00000 62000.00| 73000.00000 73000.00
MOBILIZATION | | |
SECTION TOTALS | $ 673,988.00| $ 738,696.20| $ 738,707.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 673,988.00| $ 738,696.20| $ 738,707.50
====================================================================================================================================
LETTING DATE : 05/17/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : NORTH YARMOUTH TABULATION OF BIDS
CONTRACT ID : 007568.00
=========
====================================================================================================================================
|( 4 ) 000272 |( ) |( )
|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 107.27 LUMP| 10000.00000 10000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 500.000 LS | 30000.00000 30000.00| |
REMOVING EXISTING BRIDGE | | |
0030 203.20 590.000 M3 | 15.50000 9145.00| |
COMMON EXCAVATION | | |
0040 203.24 3100.000 M3 | 17.00000 52700.00| |
COMMON BORROW | | |
0050 203.26 3200.000 M3 | 22.00000 70400.00| |
GRAVEL BORROW | | |
0060 203.35 56.000 M3 | 30.00000 1680.00| |
CRUSHED STONE FILL | | |
0070 304.10 1100.000 M3 | 22.00000 24200.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 320.000 MG | 47.00000 15040.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 27.000 MG | 72.00000 1944.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 6.000 MG | 55.00000 330.00| |
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 10.000 L | 11.00000 110.00| |
BITUMINOUS TACK COAT APPLIED | | |
0120 502.219 87.000 LS | 45000.00000 45000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0130 502.25 35.000 LS | 13000.00000 13000.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0140 502.31 15.000 LS | 3500.00000 3500.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0150 503.12 4700.000 KG | 2.00000 9400.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 4700.000 KG | 2.00000 9400.00| |
REINFORCING STEEL, PLACING | | |
0170 508.13 163.000 LS | 2000.00000 2000.00| |
MEMBRANE WATERPROOFING | | |
0180 514.06 1.000 EA | 750.00000 750.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
LETTING DATE : 05/17/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : NORTH YARMOUTH TABULATION OF BIDS
CONTRACT ID : 007568.00
=========
====================================================================================================================================
|( 4 ) 000272 |( ) |( )
|A & V CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 515.21 94.000 LS | 500.00000 500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0200 526.301 20.000 LS | 2000.00000 2000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 526.321 34.000 LS | 10000.00000 10000.00| |
PERMANENT CONCRETE BARRIER TYPE III A | | |
0220 535.60 70.000 LS | 100000.00000 100000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0230 606.1721 4.000 EA | 900.00000 3600.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0240 606.35 4.000 EA | 23.00000 92.00| |
GUARDRAIL DELINEATOR POST | | |
0250 606.55 298.000 M | 38.00000 11324.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0260 606.78 4.000 EA | 460.00000 1840.00| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 607.09 97.000 M | 25.00000 2425.00| |
WOVEN WIRE FENCE - METAL POSTS | | |
0280 607.32 4.000 EA | 125.00000 500.00| |
BRACING ASSEMBLY TYPE I - METAL POSTS | | |
0290 607.33 4.000 EA | 150.00000 600.00| |
BRACING ASSEMBLY TYPE II - METAL POSTS | | |
0300 613.319 52.000 M2 | 4.00000 208.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0310 615.07 183.000 M3 | 25.00000 4575.00| |
LOAM | | |
0320 618.143 37.000 UN | 40.00000 1480.00| |
SPECIAL SEED MIX: | | |
0330 619.12 46.000 UN | 25.00000 1150.00| |
MULCH | | |
0340 620.58 320.000 M2 | 3.00000 960.00| |
EROSION CONTROL GEOTEXTILE | | |
0350 620.65 2060.000 M2 | 4.00000 8240.00| |
REINFORCEMENT GEOGRID | | |
0360 621.01 28.000 EA | 12.00000 336.00| |
EVERGREEN TREES (200 MM - 300 MM) | | |
0370 621.121 14.000 EA | 160.00000 2240.00| |
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP B | | |
0380 621.173 6.000 EA | 160.00000 960.00| |
MEDIUM DECIDUOUS TREE (1500MM - 1800MM) | | |
GROUP B | | |
LETTING DATE : 05/17/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : NORTH YARMOUTH TABULATION OF BIDS
CONTRACT ID : 007568.00
=========
====================================================================================================================================
|( 4 ) 000272 |( ) |( )
|A & V CONSTRUCTION, CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 621.248 12.000 EA | 160.00000 1920.00| |
LARGE DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0400 621.52 765.000 EA | 7.00000 5355.00| |
DECIDUOUS SHRUBS (200 MM - 375 MM) | | |
ROOTED CUTTINGS | | |
0410 621.553 5.000 EA | 70.00000 350.00| |
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP B | | |
0420 627.71 460.000 M | 1.00000 460.00| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0430 627.73 460.000 M | 1.00000 460.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 629.05 10.000 MH | 25.00000 250.00| |
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 40.000 HR | 80.00000 3200.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 40.000 HR | 40.00000 1600.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 636.30 510.000 M2 | 400.00000 204000.00| |
M.S.E. RETAINING WALL | | |
0480 639.18 1.000 EA | 5000.00000 5000.00| |
FIELD OFFICE TYPE A | | |
0490 652.31 10.000 EA | 50.00000 500.00| |
TYPE I BARRICADE | | |
0500 652.312 4.000 EA | 300.00000 1200.00| |
TYPE III BARRICADE | | |
0510 652.33 20.000 EA | 55.00000 1100.00| |
DRUM | | |
0520 652.34 20.000 EA | 18.00000 360.00| |
CONE | | |
0530 652.35 30.000 M2 | 100.00000 3000.00| |
CONSTRUCTION SIGNS | | |
0540 652.361 120.000 LS | 3000.00000 3000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0550 652.38 40.000 MH | 14.00000 560.00| |
FLAGGER | | |
0560 659.10 LUMP| 67500.00000 67500.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 751,444.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 751,444.00| $ 0.00| $
====================================================================================================================================