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LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007855.10 COMPLETION DATE : 07/01/03
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PROJECT(S): STP-7855(10)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BIKE/ PEDESTRIAN PATH NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 1,249,477.00 100.0000%
2 001095 GORHAM SAND & GRAVEL, INC. $ 1,296,863.30 103.7925%
3 000164 C P M CONSTRUCTORS $ 1,449,518.00 116.0100%
4 000063 WYMAN & SIMPSON, INC. $ 1,574,900.00 126.0447%
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|( 1 ) 000116 |( 2 ) 001095 |( 3 ) 000164
|SHAW BROTHERS CONSTRUCTION, |GORHAM SAND & GRAVEL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BIKE/ PEDESTRIAN PATH
| | |
0010 201.11 1.000 HA | 10000.00000 10000.00| 15000.00000 15000.00| 25000.00000 25000.00
CLEARING | | |
0020 203.20 6900.000 M3 | 37.00000 255300.00| 16.00000 110400.00| 30.00000 207000.00
COMMON EXCAVATION | | |
0030 203.21 400.000 M3 | 65.00000 26000.00| 80.00000 32000.00| 55.00000 22000.00
ROCK EXCAVATION | | |
0040 203.24 4700.000 M3 | 0.50000 2350.00| 7.00000 32900.00| 0.01000 47.00
COMMON BORROW | | |
0050 203.25 100.000 M3 | 20.00000 2000.00| 18.00000 1800.00| 50.00000 5000.00
GRANULAR BORROW | | |
0060 206.061 100.000 M3 | 37.00000 3700.00| 25.00000 2500.00| 30.00000 3000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 206.07 25.000 M3 | 75.00000 1875.00| 150.00000 3750.00| 256.00000 6400.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0080 304.09 1850.000 M3 | 17.00000 31450.00| 30.00000 55500.00| 44.00000 81400.00
AGGREGATE BASE COURSE - CRUSHED Crushed | | |
Type A (mod) | | |
0090 304.09 2200.000 M3 | 17.00000 37400.00| 24.00000 52800.00| 40.00000 88000.00
AGGREGATE BASE COURSE - CRUSHED Crushed | | |
Type D (Mod) | | |
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007855.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 001095 |( 3 ) 000164
|SHAW BROTHERS CONSTRUCTION, |GORHAM SAND & GRAVEL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 304.09 100.000 M3 | 20.00000 2000.00| 22.00000 2200.00| 45.00000 4500.00
AGGREGATE BASE COURSE - CRUSHED Crushed | | |
Type F (Est) | | |
0110 460.22 2.000 MG | 141.00000 282.00| 125.00000 250.00| 700.00000 1400.00
HOT BITUMINOUS PAVEMENT | | |
0120 534.75 LUMP| 30000.00000 30000.00| 60000.00000 60000.00| 50000.00000 50000.00
EXTENSION OF EXISTING BOX CULVERT | | |
0130 603.15 0.500 M | 120.00000 60.00| 525.00000 262.50| 500.00000 250.00
300 MILLI METER CULVERT PIPE OPTION I | | |
0140 603.16 85.000 M | 120.00000 10200.00| 146.00000 12410.00| 110.00000 9350.00
375 MM CULVERT PIPE OPTION I | | |
0150 603.17 60.700 M | 120.00000 7284.00| 174.00000 10561.80| 135.00000 8194.50
450 MM CULVERT PIPE OPTION I | | |
0160 603.18 5.000 M | 120.00000 600.00| 253.00000 1265.00| 500.00000 2500.00
525 MM CULVERT PIPE OPTION I | | |
0170 604.244 7.000 EA | 750.00000 5250.00| 1750.00000 12250.00| 1330.00000 9310.00
CATCH BASIN TYPE F4 | | |
0180 607.163 1298.000 M | 50.00000 64900.00| 55.00000 71390.00| 50.75000 65873.50
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0190 607.173 178.000 M | 56.00000 9968.00| 60.00000 10680.00| 100.00000 17800.00
CHAIN LINK FENCE - 1.8 METER PVC COATED | | |
0200 607.362 LUMP| 45000.00000 45000.00| 55000.00000 55000.00| 30000.00000 30000.00
REHABILITATION OF PEDISTRIAN WALKWAY ON | | |
EXISTING RAILROAD BRIDGE | | |
0210 610.18 7.000 M3 | 300.00000 2100.00| 55.00000 385.00| 140.00000 980.00
STONE DITCH PROTECTION | | |
0220 615.07 775.000 M3 | 15.00000 11625.00| 38.00000 29450.00| 52.00000 40300.00
LOAM | | |
0230 618.141 150.000 UN | 10.00000 1500.00| 43.00000 6450.00| 38.00000 5700.00
SEEDING METHOD NUMBER 3 | | |
0240 619.1201 150.000 UN | 10.00000 1500.00| 14.00000 2100.00| 8.00000 1200.00
MULCH - PLAN QUANTITY | | |
0250 621.031 14.000 EA | 125.00000 1750.00| 330.00000 4620.00| 285.00000 3990.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0260 621.547 11.000 EA | 65.00000 715.00| 110.00000 1210.00| 85.00000 935.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0270 621.80 LUMP| 308.00000 308.00| 3500.00000 3500.00| 2800.00000 2800.00
ESTABLISHMENT PERIOD | | |
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007855.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 001095 |( 3 ) 000164
|SHAW BROTHERS CONSTRUCTION, |GORHAM SAND & GRAVEL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 636.61 1872.000 M2 | 322.00000 602784.00| 307.00000 574704.00| 320.00000 599040.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0290 637.071 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 500.00000 500.00
DUST CONTROL | | |
0300 639.19 1.000 EA | 8000.00000 8000.00| 5000.00000 5000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0310 645.271 14.100 M2 | 400.00000 5640.00| 370.00000 5217.00| 300.00000 4230.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
0320 652.35 23.400 M2 | 40.00000 936.00| 120.00000 2808.00| 120.00000 2808.00
CONSTRUCTION SIGNS | | |
0330 652.39 LUMP| 2000.00000 2000.00| 20000.00000 20000.00| 5000.00000 5000.00
WORK ZONE TRAFFIC CONTROL | | |
0340 656.75 LUMP| 30000.00000 30000.00| 22500.00000 22500.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0350 659.10 LUMP| 28000.00000 28000.00| 69000.00000 69000.00| 130000.00000 130000.00
MOBILIZATION | | |
0360 660.21 1000.000 MH | 6.00000 6000.00| 2.00000 2000.00| 0.01000 10.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,249,477.00| $ 1,296,863.30| $ 1,449,518.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,249,477.00| $ 1,296,863.30| $ 1,449,518.00
====================================================================================================================================
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007855.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BIKE/ PEDESTRIAN PATH
| | |
0010 201.11 1.000 HA | 38500.00000 38500.00| |
CLEARING | | |
0020 203.20 6900.000 M3 | 25.00000 172500.00| |
COMMON EXCAVATION | | |
0030 203.21 400.000 M3 | 72.00000 28800.00| |
ROCK EXCAVATION | | |
0040 203.24 4700.000 M3 | 8.00000 37600.00| |
COMMON BORROW | | |
0050 203.25 100.000 M3 | 25.00000 2500.00| |
GRANULAR BORROW | | |
0060 206.061 100.000 M3 | 30.00000 3000.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 206.07 25.000 M3 | 100.00000 2500.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0080 304.09 1850.000 M3 | 23.00000 42550.00| |
AGGREGATE BASE COURSE - CRUSHED Crushed | | |
Type A (mod) | | |
0090 304.09 2200.000 M3 | 20.00000 44000.00| |
AGGREGATE BASE COURSE - CRUSHED Crushed | | |
Type D (Mod) | | |
0100 304.09 100.000 M3 | 25.00000 2500.00| |
AGGREGATE BASE COURSE - CRUSHED Crushed | | |
Type F (Est) | | |
0110 460.22 2.000 MG | 500.00000 1000.00| |
HOT BITUMINOUS PAVEMENT | | |
0120 534.75 LUMP| 45000.00000 45000.00| |
EXTENSION OF EXISTING BOX CULVERT | | |
0130 603.15 0.500 M | 700.00000 350.00| |
300 MILLI METER CULVERT PIPE OPTION I | | |
0140 603.16 85.000 M | 60.00000 5100.00| |
375 MM CULVERT PIPE OPTION I | | |
0150 603.17 60.700 M | 70.00000 4249.00| |
450 MM CULVERT PIPE OPTION I | | |
0160 603.18 5.000 M | 145.00000 725.00| |
525 MM CULVERT PIPE OPTION I | | |
0170 604.244 7.000 EA | 1675.00000 11725.00| |
CATCH BASIN TYPE F4 | | |
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007855.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 607.163 1298.000 M | 54.00000 70092.00| |
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0190 607.173 178.000 M | 59.00000 10502.00| |
CHAIN LINK FENCE - 1.8 METER PVC COATED | | |
0200 607.362 LUMP| 75000.00000 75000.00| |
REHABILITATION OF PEDISTRIAN WALKWAY ON | | |
EXISTING RAILROAD BRIDGE | | |
0210 610.18 7.000 M3 | 100.00000 700.00| |
STONE DITCH PROTECTION | | |
0220 615.07 775.000 M3 | 30.00000 23250.00| |
LOAM | | |
0230 618.141 150.000 UN | 45.00000 6750.00| |
SEEDING METHOD NUMBER 3 | | |
0240 619.1201 150.000 UN | 10.00000 1500.00| |
MULCH - PLAN QUANTITY | | |
0250 621.031 14.000 EA | 185.00000 2590.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0260 621.547 11.000 EA | 60.00000 660.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0270 621.80 LUMP| 1390.00000 1390.00| |
ESTABLISHMENT PERIOD | | |
0280 636.61 1872.000 M2 | 380.00000 711360.00| |
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0290 637.071 LUMP| 3500.00000 3500.00| |
DUST CONTROL | | |
0300 639.19 1.000 EA | 3500.00000 3500.00| |
FIELD OFFICE TYPE B | | |
0310 645.271 14.100 M2 | 500.00000 7050.00| |
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
0320 652.35 23.400 M2 | 105.00000 2457.00| |
CONSTRUCTION SIGNS | | |
0330 652.39 LUMP| 35000.00000 35000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0340 656.75 LUMP| 20000.00000 20000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 08/28/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 007855.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0350 659.10 LUMP| 155000.00000 155000.00| |
MOBILIZATION | | |
0360 660.21 1000.000 MH | 2.00000 2000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,574,900.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,574,900.00| $ 0.00| $
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