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LETTING DATE : 02/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/01/06
PAGE : 1
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 011099.00 COMPLETION DATE : 11/01/06
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PROJECT(S): STP-1109(900)X LOCATION(S): NORRIDGEWOCK, BRIDGE CULVERT REPLACEMENTSE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : NORRIDGEWOCK, BRIDGE CULVERT REPLACEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 002012 B R OBERT & SONS $ 215,358.82 100.0000%
2 000164 C P M CONSTRUCTORS $ 312,005.25 144.8769%
3 000416 T BUCK CONSTRUCTION, INC. $ 316,666.00 147.0411%
4 000063 WYMAN & SIMPSON, INC. $ 334,132.50 155.1515%
5 000304 LOU SILVER, INC. $ 344,512.75 159.9715%
6 000649 SARGENT & SARGENT, INC. $ 512,111.50 237.7945%
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|( 1 ) 002012 |( 2 ) 000164 |( 3 ) 000416
|B R OBERT & SONS |C P M CONSTRUCTORS |T BUCK CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 1300.000 CY | 6.00000 7800.00| 10.00000 13000.00| 9.00000 11700.00
COMMON EXCAVATION | | |
0020 203.24 50.000 CY | 6.00000 300.00| 20.00000 1000.00| 15.00000 750.00
COMMON BORROW | | |
0030 203.25 320.000 CY | 6.00000 1920.00| 26.00000 8320.00| 33.00000 10560.00
GRANULAR BORROW | | |
0040 304.10 1250.000 CY | 18.00000 22500.00| 19.00000 23750.00| 17.00000 21250.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0050 403.210 140.000 T | 150.00000 21000.00| 158.40000 22176.00| 125.00000 17500.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0060 403.213 150.000 T | 150.00000 22500.00| 158.40000 23760.00| 121.50000 18225.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0070 409.15 220.000 G | 30.00000 6600.00| 12.50000 2750.00| 30.00000 6600.00
BITUMINOUS TACK COAT APPLIED | | |
0080 509.12 40000.000 LS | 72000.00000 72000.00| 70000.00000 70000.00| 115000.00000 115000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0090 511.07 LUMP| 2500.00000 2500.00| 20000.00000 20000.00| 6750.00000 6750.00
COFFERDAM: DOWNSTREAM | | |
0100 511.07 LUMP| 2500.00000 2500.00| 20000.00000 20000.00| 9250.00000 9250.00
COFFERDAM: UPSTREAM | | |
LETTING DATE : 02/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/01/06
PAGE : 2
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 011099.00
=========
====================================================================================================================================
|( 1 ) 002012 |( 2 ) 000164 |( 3 ) 000416
|B R OBERT & SONS |C P M CONSTRUCTORS |T BUCK CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.15 46.000 LF | 40.00000 1840.00| 30.00000 1380.00| 35.00000 1610.00
12 INCH CULVERT PIPE OPTION I | | |
0120 606.23 375.000 LF | 15.00000 5625.00| 13.65000 5118.75| 14.41000 5403.75
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0130 606.353 8.000 EA | 30.00000 240.00| 25.00000 200.00| 25.00000 200.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0140 606.79 4.000 EA | 2000.00000 8000.00| 1800.00000 7200.00| 1800.00000 7200.00
GUARDRAIL 350 FLARED TERMINAL | | |
0150 610.08 530.000 CY | 24.00000 12720.00| 33.00000 17490.00| 35.00000 18550.00
PLAIN RIPRAP | | |
0160 613.319 55.000 SY | 1.64000 90.20| 7.00000 385.00| 6.00000 330.00
EROSION CONTROL BLANKET | | |
0170 615.0701 40.000 CY | 20.00000 800.00| 60.00000 2400.00| 45.00000 1800.00
LOAM - PLAN QUANTITY | | |
0180 618.1401 6.000 UN | 116.67000 700.02| 135.00000 810.00| 110.00000 660.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0190 619.1401 40.000 CY | 30.00000 1200.00| 60.00000 2400.00| 40.00000 1600.00
EROSION CONTROL MIX | | |
0200 620.58 760.000 SY | 2.11000 1603.60| 3.00000 2280.00| 3.00000 2280.00
EROSION CONTROL GEOTEXTILE | | |
0210 627.711 1350.000 LF | 2.00000 2700.00| 0.85000 1147.50| 0.85000 1147.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0220 629.05 30.000 HR | 24.00000 720.00| 30.00000 900.00| 40.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0230 631.12 20.000 HR | 100.00000 2000.00| 100.00000 2000.00| 120.00000 2400.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0240 631.171 20.000 HR | 50.00000 1000.00| 50.00000 1000.00| 48.00000 960.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0250 637.071 LUMP| 2500.00000 2500.00| 3200.00000 3200.00| 1050.00000 1050.00
DUST CONTROL | | |
0260 639.19 1.000 EA | 2500.00000 2500.00| 3200.00000 3200.00| 3750.00000 3750.00
FIELD OFFICE TYPE B | | |
0270 652.39 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 7750.00000 7750.00
WORK ZONE TRAFFIC CONTROL | | |
0280 656.75 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| 4500.00000 4500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0290 659.101 LUMP| 5000.00000 5000.00| 36138.00000 36138.00| 36689.75000 36689.75
MOBILIZATION | | |
SECTION TOTALS | $ 215,358.82| $ 312,005.25| $ 316,666.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 215,358.82| $ 312,005.25| $ 316,666.00
====================================================================================================================================
LETTING DATE : 02/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/01/06
PAGE : 3
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 011099.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000304 |( 6 ) 000649
|WYMAN & SIMPSON, INC. |LOU SILVER, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 1300.000 CY | 8.50000 11050.00| 11.60000 15080.00| 24.00000 31200.00
COMMON EXCAVATION | | |
0020 203.24 50.000 CY | 15.00000 750.00| 23.50000 1175.00| 18.00000 900.00
COMMON BORROW | | |
0030 203.25 320.000 CY | 18.00000 5760.00| 57.20000 18304.00| 28.00000 8960.00
GRANULAR BORROW | | |
0040 304.10 1250.000 CY | 20.00000 25000.00| 24.00000 30000.00| 30.00000 37500.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0050 403.210 140.000 T | 160.00000 22400.00| 168.00000 23520.00| 159.00000 22260.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0060 403.213 150.000 T | 160.00000 24000.00| 168.00000 25200.00| 159.00000 23850.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0070 409.15 220.000 G | 13.00000 2860.00| 13.25000 2915.00| 12.00000 2640.00
BITUMINOUS TACK COAT APPLIED | | |
0080 509.12 40000.000 LS | 143000.00000 143000.00| 82380.00000 82380.00| 161200.00000 161200.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0090 511.07 LUMP| 6000.00000 6000.00| 22790.00000 22790.00| 27000.00000 27000.00
COFFERDAM: DOWNSTREAM | | |
0100 511.07 LUMP| 1500.00000 1500.00| 13450.00000 13450.00| 27000.00000 27000.00
COFFERDAM: UPSTREAM | | |
0110 603.15 46.000 LF | 30.00000 1380.00| 47.00000 2162.00| 39.00000 1794.00
12 INCH CULVERT PIPE OPTION I | | |
0120 606.23 375.000 LF | 14.00000 5250.00| 14.50000 5437.50| 14.00000 5250.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0130 606.353 8.000 EA | 25.00000 200.00| 26.50000 212.00| 25.00000 200.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0140 606.79 4.000 EA | 1800.00000 7200.00| 1910.00000 7640.00| 1800.00000 7200.00
GUARDRAIL 350 FLARED TERMINAL | | |
0150 610.08 530.000 CY | 50.00000 26500.00| 56.90000 30157.00| 45.00000 23850.00
PLAIN RIPRAP | | |
0160 613.319 55.000 SY | 3.00000 165.00| 3.15000 173.25| 10.00000 550.00
EROSION CONTROL BLANKET | | |
0170 615.0701 40.000 CY | 40.00000 1600.00| 61.50000 2460.00| 50.00000 2000.00
LOAM - PLAN QUANTITY | | |
0180 618.1401 6.000 UN | 150.00000 900.00| 143.00000 858.00| 125.00000 750.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0190 619.1401 40.000 CY | 50.00000 2000.00| 55.60000 2224.00| 50.00000 2000.00
EROSION CONTROL MIX | | |
0200 620.58 760.000 SY | 2.00000 1520.00| 3.05000 2318.00| 2.00000 1520.00
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 02/01/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/01/06
PAGE : 4
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 011099.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000304 |( 6 ) 000649
|WYMAN & SIMPSON, INC. |LOU SILVER, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0210 627.711 1350.000 LF | 0.85000 1147.50| 1.00000 1350.00| 0.85000 1147.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0220 629.05 30.000 HR | 25.00000 750.00| 25.00000 750.00| 32.00000 960.00
HAND LABOR, STRAIGHT TIME | | |
0230 631.12 20.000 HR | 75.00000 1500.00| 100.00000 2000.00| 139.00000 2780.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0240 631.171 20.000 HR | 35.00000 700.00| 58.35000 1167.00| 55.00000 1100.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0250 637.071 LUMP| 500.00000 500.00| 450.00000 450.00| 5000.00000 5000.00
DUST CONTROL | | |
0260 639.19 1.000 EA | 2500.00000 2500.00| 4250.00000 4250.00| 1000.00000 1000.00
FIELD OFFICE TYPE B | | |
0270 652.39 LUMP| 2500.00000 2500.00| 15440.00000 15440.00| 12000.00000 12000.00
WORK ZONE TRAFFIC CONTROL | | |
0280 656.75 LUMP| 2500.00000 2500.00| 3260.00000 3260.00| 51500.00000 51500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0290 659.101 LUMP| 33000.00000 33000.00| 27390.00000 27390.00| 49000.00000 49000.00
MOBILIZATION | | |
SECTION TOTALS | $ 334,132.50| $ 344,512.75| $ 512,111.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 334,132.50| $ 344,512.75| $ 512,111.50
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