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LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011061.00 COMPLETION DATE : 11/05/05
=========
PROJECT(S): BR-1106(100)X LOCATION(S): POWNAL, BRIDGE REPLACEMENT MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : POWNAL, BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 277,465.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 284,299.00 102.4630%
3 000403 PRATT & SONS INC. $ 294,781.00 106.2408%
4 000416 T BUCK CONSTRUCTION INC. $ 299,499.00 107.9412%
5 000292 A H GROVER INC. $ 330,514.00 119.1192%
6 001954 TECHNICAL CONSTRUCTION INC. $ 333,654.00 120.2508%
7 000763 GENDRON & GENDRON, INC. $ 340,000.00 122.5380%
8 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 397,083.00 143.1110%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000403
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 420.000 CY | 10.00000 4200.00| 8.00000 3360.00| 24.00000 10080.00
COMMON EXCAVATION | | |
0020 203.24 10.000 CY | 30.00000 300.00| 15.00000 150.00| 14.00000 140.00
COMMON BORROW | | |
0030 203.25 440.000 CY | 18.00000 7920.00| 18.00000 7920.00| 48.00000 21120.00
GRANULAR BORROW | | |
0040 206.061 149.000 CY | 90.00000 13410.00| 20.00000 2980.00| 26.00000 3874.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 340.000 CY | 25.00000 8500.00| 17.90000 6086.00| 27.00000 9180.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 82.000 T | 140.00000 11480.00| 145.00000 11890.00| 155.00000 12710.00
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0070 403.213 82.000 T | 140.00000 11480.00| 145.00000 11890.00| 155.00000 12710.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0080 409.15 25.000 G | 25.00000 625.00| 30.00000 750.00| 29.00000 725.00
BITUMINOUS TACK COAT APPLIED | | |
0090 502.331 1.000 LS | 20000.00000 20000.00| 23000.00000 23000.00| 16500.00000 16500.00
CONCRETE REINFORCING COLLAR | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011061.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000403
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 509.19 21917.000 LS | 100000.00000 100000.00| 124000.00000 124000.00| 90000.00000 90000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0110 511.07 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 19000.00000 19000.00
COFFERDAM: DOWNSTREAM | | |
0120 511.07 LUMP| 10000.00000 10000.00| 9500.00000 9500.00| 13000.00000 13000.00
COFFERDAM: UPSTREAM | | |
0130 606.17 230.000 LF | 21.00000 4830.00| 16.70000 3841.00| 24.00000 5520.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.35 6.000 EA | 28.00000 168.00| 38.00000 228.00| 32.00000 192.00
GUARDRAIL DELINEATOR POST | | |
0150 606.754 4.000 EA | 1500.00000 6000.00| 505.00000 2020.00| 900.00000 3600.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0160 606.79 4.000 EA | 1800.00000 7200.00| 2150.00000 8600.00| 2000.00000 8000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0170 610.16 260.000 CY | 45.00000 11700.00| 49.00000 12740.00| 70.00000 18200.00
HEAVY RIPRAP | | |
0180 618.1401 4.000 UN | 100.00000 400.00| 106.00000 424.00| 85.00000 340.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0190 619.1201 4.000 UN | 48.00000 192.00| 52.00000 208.00| 65.00000 260.00
MULCH - PLAN QUANTITY | | |
0200 619.1301 40.000 CY | 45.00000 1800.00| 48.00000 1920.00| 45.00000 1800.00
BARK MULCH - PLAN QUANTITY | | |
0210 620.54 520.000 SY | 2.00000 1040.00| 1.80000 936.00| 2.00000 1040.00
STABILIZATION GEOTEXTILE | | |
0220 620.58 360.000 SY | 2.00000 720.00| 1.75000 630.00| 2.00000 720.00
EROSION CONTROL GEOTEXTILE | | |
0230 620.65 540.000 SY | 5.00000 2700.00| 6.40000 3456.00| 7.00000 3780.00
REINFORCEMENT GEOGRID | | |
0240 629.05 10.000 HR | 30.00000 300.00| 25.00000 250.00| 35.00000 350.00
HAND LABOR, STRAIGHT TIME | | |
0250 631.12 10.000 HR | 100.00000 1000.00| 85.00000 850.00| 111.00000 1110.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0260 631.14 10.000 HR | 100.00000 1000.00| 75.00000 750.00| 160.00000 1600.00
GRADER (INCLUDING OPERATOR) | | |
0270 631.172 20.000 HR | 50.00000 1000.00| 36.00000 720.00| 44.00000 880.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0280 639.19 1.000 EA | 2500.00000 2500.00| 1500.00000 1500.00| 3900.00000 3900.00
FIELD OFFICE TYPE B | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011061.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000403
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 652.38 50.000 HR | 20.00000 1000.00| 16.00000 800.00| 16.00000 800.00
FLAGGER | | |
0300 652.39 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 3650.00000 3650.00
WORK ZONE TRAFFIC CONTROL | | |
0310 656.75 LUMP| 4000.00000 4000.00| 3400.00000 3400.00| 3000.00000 3000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0320 659.10 LUMP| 27000.00000 27000.00| 28000.00000 28000.00| 27000.00000 27000.00
MOBILIZATION | | |
SECTION TOTALS | $ 277,465.00| $ 284,299.00| $ 294,781.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 277,465.00| $ 284,299.00| $ 294,781.00
====================================================================================================================================
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011061.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000292 |( 6 ) 001954
|T BUCK CONSTRUCTION INC. |A H GROVER INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 420.000 CY | 9.60000 4032.00| 15.00000 6300.00| 15.00000 6300.00
COMMON EXCAVATION | | |
0020 203.24 10.000 CY | 24.50000 245.00| 1.00000 10.00| 22.00000 220.00
COMMON BORROW | | |
0030 203.25 440.000 CY | 27.00000 11880.00| 20.00000 8800.00| 46.00000 20240.00
GRANULAR BORROW | | |
0040 206.061 149.000 CY | 35.00000 5215.00| 25.00000 3725.00| 25.00000 3725.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 340.000 CY | 19.80000 6732.00| 25.00000 8500.00| 18.00000 6120.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 82.000 T | 135.00000 11070.00| 150.00000 12300.00| 140.00000 11480.00
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0070 403.213 82.000 T | 135.00000 11070.00| 150.00000 12300.00| 140.00000 11480.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0080 409.15 25.000 G | 25.00000 625.00| 27.00000 675.00| 25.00000 625.00
BITUMINOUS TACK COAT APPLIED | | |
0090 502.331 1.000 LS | 19450.00000 19450.00| 26250.00000 26250.00| 32800.00000 32800.00
CONCRETE REINFORCING COLLAR | | |
0100 509.19 21917.000 LS | 124782.00000 124782.00| 135000.00000 135000.00| 120000.00000 120000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0110 511.07 LUMP| 6340.00000 6340.00| 17000.00000 17000.00| 17000.00000 17000.00
COFFERDAM: DOWNSTREAM | | |
0120 511.07 LUMP| 11190.00000 11190.00| 19250.00000 19250.00| 21400.00000 21400.00
COFFERDAM: UPSTREAM | | |
0130 606.17 230.000 LF | 15.50000 3565.00| 22.75000 5232.50| 16.00000 3680.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.35 6.000 EA | 35.00000 210.00| 30.25000 181.50| 35.00000 210.00
GUARDRAIL DELINEATOR POST | | |
0150 606.754 4.000 EA | 1150.00000 4600.00| 275.00000 1100.00| 290.00000 1160.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0160 606.79 4.000 EA | 2000.00000 8000.00| 1950.00000 7800.00| 2000.00000 8000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0170 610.16 260.000 CY | 55.00000 14300.00| 80.00000 20800.00| 60.00000 15600.00
HEAVY RIPRAP | | |
0180 618.1401 4.000 UN | 100.00000 400.00| 60.00000 240.00| 130.00000 520.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011061.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000292 |( 6 ) 001954
|T BUCK CONSTRUCTION INC. |A H GROVER INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 619.1201 4.000 UN | 50.00000 200.00| 30.00000 120.00| 100.00000 400.00
MULCH - PLAN QUANTITY | | |
0200 619.1301 40.000 CY | 45.00000 1800.00| 40.00000 1600.00| 52.00000 2080.00
BARK MULCH - PLAN QUANTITY | | |
0210 620.54 520.000 SY | 2.50000 1300.00| 4.00000 2080.00| 2.70000 1404.00
STABILIZATION GEOTEXTILE | | |
0220 620.58 360.000 SY | 1.85000 666.00| 3.00000 1080.00| 2.30000 828.00
EROSION CONTROL GEOTEXTILE | | |
0230 620.65 540.000 SY | 6.95000 3753.00| 5.50000 2970.00| 5.80000 3132.00
REINFORCEMENT GEOGRID | | |
0240 629.05 10.000 HR | 35.00000 350.00| 30.00000 300.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0250 631.12 10.000 HR | 100.00000 1000.00| 125.00000 1250.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0260 631.14 10.000 HR | 130.00000 1300.00| 85.00000 850.00| 100.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0270 631.172 20.000 HR | 55.00000 1100.00| 45.00000 900.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0280 639.19 1.000 EA | 4875.00000 4875.00| 5000.00000 5000.00| 3500.00000 3500.00
FIELD OFFICE TYPE B | | |
0290 652.38 50.000 HR | 18.00000 900.00| 18.00000 900.00| 20.00000 1000.00
FLAGGER | | |
0300 652.39 LUMP| 8900.00000 8900.00| 3500.00000 3500.00| 8500.00000 8500.00
WORK ZONE TRAFFIC CONTROL | | |
0310 656.75 LUMP| 3650.00000 3650.00| 5000.00000 5000.00| 3900.00000 3900.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0320 659.10 LUMP| 25999.00000 25999.00| 19500.00000 19500.00| 25000.00000 25000.00
MOBILIZATION | | |
SECTION TOTALS | $ 299,499.00| $ 330,514.00| $ 333,654.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 299,499.00| $ 330,514.00| $ 333,654.00
====================================================================================================================================
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011061.00
=========
====================================================================================================================================
|( 7 ) 000763 |( 8 ) 000116 |( )
|GENDRON & GENDRON, INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 420.000 CY | 8.75000 3675.00| 18.00000 7560.00|
COMMON EXCAVATION | | |
0020 203.24 10.000 CY | 15.00000 150.00| 20.00000 200.00|
COMMON BORROW | | |
0030 203.25 440.000 CY | 15.00000 6600.00| 28.00000 12320.00|
GRANULAR BORROW | | |
0040 206.061 149.000 CY | 15.00000 2235.00| 20.00000 2980.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 340.000 CY | 20.00000 6800.00| 22.00000 7480.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 82.000 T | 135.30000 11094.60| 135.00000 11070.00|
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0070 403.213 82.000 T | 135.30000 11094.60| 136.00000 11152.00|
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0080 409.15 25.000 G | 25.00000 625.00| 25.00000 625.00|
BITUMINOUS TACK COAT APPLIED | | |
0090 502.331 1.000 LS | 15120.00000 15120.00| 25000.00000 25000.00|
CONCRETE REINFORCING COLLAR | | |
0100 509.19 21917.000 LS | 150773.80000 150773.80| 127000.00000 127000.00|
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0110 511.07 LUMP| 20600.00000 20600.00| 35000.00000 35000.00|
COFFERDAM: DOWNSTREAM | | |
0120 511.07 LUMP| 18200.00000 18200.00| 35000.00000 35000.00|
COFFERDAM: UPSTREAM | | |
0130 606.17 230.000 LF | 21.00000 4830.00| 26.00000 5980.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.35 6.000 EA | 28.00000 168.00| 33.00000 198.00|
GUARDRAIL DELINEATOR POST | | |
0150 606.754 4.000 EA | 1500.00000 6000.00| 500.00000 2000.00|
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0160 606.79 4.000 EA | 1800.00000 7200.00| 2000.00000 8000.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0170 610.16 260.000 CY | 47.00000 12220.00| 62.00000 16120.00|
HEAVY RIPRAP | | |
0180 618.1401 4.000 UN | 99.00000 396.00| 99.00000 396.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011061.00
=========
====================================================================================================================================
|( 7 ) 000763 |( 8 ) 000116 |( )
|GENDRON & GENDRON, INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 619.1201 4.000 UN | 48.00000 192.00| 48.00000 192.00|
MULCH - PLAN QUANTITY | | |
0200 619.1301 40.000 CY | 40.00000 1600.00| 45.00000 1800.00|
BARK MULCH - PLAN QUANTITY | | |
0210 620.54 520.000 SY | 1.50000 780.00| 3.00000 1560.00|
STABILIZATION GEOTEXTILE | | |
0220 620.58 360.000 SY | 2.10000 756.00| 3.00000 1080.00|
EROSION CONTROL GEOTEXTILE | | |
0230 620.65 540.000 SY | 5.00000 2700.00| 5.00000 2700.00|
REINFORCEMENT GEOGRID | | |
0240 629.05 10.000 HR | 30.00000 300.00| 32.00000 320.00|
HAND LABOR, STRAIGHT TIME | | |
0250 631.12 10.000 HR | 95.00000 950.00| 75.00000 750.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0260 631.14 10.000 HR | 125.00000 1250.00| 110.00000 1100.00|
GRADER (INCLUDING OPERATOR) | | |
0270 631.172 20.000 HR | 48.00000 960.00| 50.00000 1000.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0280 639.19 1.000 EA | 2000.00000 2000.00| 10000.00000 10000.00|
FIELD OFFICE TYPE B | | |
0290 652.38 50.000 HR | 15.00000 750.00| 20.00000 1000.00|
FLAGGER | | |
0300 652.39 LUMP| 16500.00000 16500.00| 13500.00000 13500.00|
WORK ZONE TRAFFIC CONTROL | | |
0310 656.75 LUMP| 6200.00000 6200.00| 15000.00000 15000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0320 659.10 LUMP| 27280.00000 27280.00| 39000.00000 39000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 340,000.00| $ 397,083.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 340,000.00| $ 397,083.00| $
====================================================================================================================================