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LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : WAYNE TABULATION OF BIDS
CONTRACT ID : 008935.00
=========
COMPLETION DATE : 10/05/01
PROJECT(S): 008935.00 COUNTIE(S) : KENNEBEC MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : HALES BROOK BRIDGE NO2 ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001570 C H STEVENSON INC. $ 118,755.79 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 119,702.30 100.7970%
3 000403 PRATT & SONS INC. $ 133,359.28 112.2971%
4 000460 M & H LOGGING AND CONSTRUCTION $ 139,621.80 117.5705%
5 001574 NITRAN INC. $ 148,854.14 125.3447%
6 001076 CONSTRUCTION DIVERS, INC. $ 167,932.99 141.4104%
====================================================================================================================================
|( 1 ) 001570 |( 2 ) 000063 |( 3 ) 000403
|C H STEVENSON INC. |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 SECTION 1
| | |
0010 203.20 425.000 M3 | 5.25000 2231.25| 8.00000 3400.00| 8.50000 3612.50
COMMON EXCAVATION | | |
0020 203.25 100.000 M3 | 20.35000 2035.00| 20.00000 2000.00| 16.40000 1640.00
GRANULAR BORROW | | |
0030 206.061 10.000 M3 | 30.60000 306.00| 25.00000 250.00| 8.75000 87.50
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0040 304.10 400.000 M3 | 8.60000 3440.00| 18.00000 7200.00| 25.20000 10080.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0050 403.208 75.000 MG | 103.50000 7762.50| 96.00000 7200.00| 102.00000 7650.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0060 403.209 5.000 MG | 138.00000 690.00| 129.00000 645.00| 136.00000 680.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.213 50.000 MG | 103.50000 5175.00| 96.00000 4800.00| 102.00000 5100.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0080 409.15 80.000 L | 4.60000 368.00| 4.30000 344.00| 4.50000 360.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : WAYNE TABULATION OF BIDS
CONTRACT ID : 008935.00
=========
====================================================================================================================================
|( 1 ) 001570 |( 2 ) 000063 |( 3 ) 000403
|C H STEVENSON INC. |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 509.12 10070.000 LS | 32700.00000 32700.00| 37500.00000 37500.00| 36000.00000 36000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0100 511.07 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| 5500.00000 5500.00
COFFERDAM: | | |
0110 526.301 18.000 LS | 2500.00000 2500.00| 1200.00000 1200.00| 1800.00000 1800.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0120 606.17 59.000 M | 42.00000 2478.00| 39.00000 2301.00| 41.10000 2424.90
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0130 606.265 4.000 EA | 57.50000 230.00| 54.00000 216.00| 56.70000 226.80
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0140 606.35 6.000 EA | 29.00000 174.00| 27.00000 162.00| 28.40000 170.40
GUARDRAIL DELINEATOR POST | | |
0150 606.59 7.620 M | 42.00000 320.04| 40.00000 304.80| 41.10000 313.18
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0160 606.78 3.000 EA | 805.00000 2415.00| 750.00000 2250.00| 800.00000 2400.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0170 610.08 100.000 M3 | 33.00000 3300.00| 56.00000 5600.00| 45.00000 4500.00
PLAIN RIPRAP | | |
0180 610.18 25.000 M3 | 33.00000 825.00| 60.00000 1500.00| 51.00000 1275.00
STONE DITCH PROTECTION | | |
0190 613.319 240.000 M2 | 2.30000 552.00| 2.00000 480.00| 1.75000 420.00
TEMPORARY EROSION CONTROL BLANKET | | |
0200 615.07 25.000 M3 | 35.00000 875.00| 26.00000 650.00| 35.00000 875.00
LOAM | | |
0210 617.381 50.000 M3 | 19.00000 950.00| 26.00000 1300.00| 40.00000 2000.00
WOOD WASTE EROSION CONTROL MIX | | |
0220 618.1401 4.000 UN | 173.00000 692.00| 49.00000 196.00| 51.00000 204.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0230 619.1201 4.000 UN | 58.00000 232.00| 38.00000 152.00| 40.00000 160.00
MULCH - PLAN QUANTITY | | |
0240 620.58 135.000 M2 | 4.00000 540.00| 1.50000 202.50| 3.00000 405.00
EROSION CONTROL GEOTEXTILE | | |
0250 627.71 170.000 M | 4.00000 680.00| 3.50000 595.00| 4.00000 680.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0260 627.73 85.000 M | 7.50000 637.50| 7.00000 595.00| 7.00000 595.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0270 627.78 85.000 M | 7.50000 637.50| 7.00000 595.00| 7.00000 595.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0280 629.05 40.000 MH | 20.00000 800.00| 20.00000 800.00| 19.50000 780.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : WAYNE TABULATION OF BIDS
CONTRACT ID : 008935.00
=========
====================================================================================================================================
|( 1 ) 001570 |( 2 ) 000063 |( 3 ) 000403
|C H STEVENSON INC. |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 631.12 32.000 HR | 97.00000 3104.00| 75.00000 2400.00| 99.00000 3168.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0300 631.132 32.000 HR | 68.00000 2176.00| 40.00000 1280.00| 55.00000 1760.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0310 631.14 32.000 HR | 107.00000 3424.00| 50.00000 1600.00| 100.00000 3200.00
GRADER (INCLUDING OPERATOR) | | |
0320 631.15 32.000 HR | 65.00000 2080.00| 40.00000 1280.00| 67.00000 2144.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0330 631.172 64.000 HR | 47.00000 3008.00| 35.00000 2240.00| 42.00000 2688.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0340 631.36 32.000 MH | 30.00000 960.00| 22.00000 704.00| 45.00000 1440.00
FOREMAN | | |
0350 637.071 LUMP| 2360.00000 2360.00| 600.00000 600.00| 865.00000 865.00
DUST CONTROL | | |
0360 652.31 10.000 EA | 46.00000 460.00| 50.00000 500.00| 35.00000 350.00
TYPE I BARRICADE | | |
0370 652.312 4.000 EA | 52.00000 208.00| 100.00000 400.00| 650.00000 2600.00
TYPE III BARRICADE | | |
0380 652.33 20.000 EA | 35.00000 700.00| 35.00000 700.00| 50.00000 1000.00
DRUM | | |
0390 652.34 20.000 EA | 17.00000 340.00| 25.00000 500.00| 10.00000 200.00
CONE | | |
0400 652.35 30.000 M2 | 75.00000 2250.00| 123.00000 3690.00| 85.00000 2550.00
CONSTRUCTION SIGNS | | |
0410 652.361 28.000 LS | 3000.00000 3000.00| 1500.00000 1500.00| 900.00000 900.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 50.000 MH | 16.00000 800.00| 15.00000 750.00| 20.00000 1000.00
FLAGGER | | |
0430 656.55 20.000 M3 | 27.00000 540.00| 26.00000 520.00| 38.00000 760.00
DUMPED STONE | | |
0440 656.75 LUMP| 3800.00000 3800.00| 2600.00000 2600.00| 5200.00000 5200.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 13000.00000 13000.00| 10000.00000 10000.00| 13000.00000 13000.00
MOBILIZATION | | |
SECTION TOTALS | $ 118,755.79| $ 119,702.30| $ 133,359.28
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 118,755.79| $ 119,702.30| $ 133,359.28
====================================================================================================================================
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : WAYNE TABULATION OF BIDS
CONTRACT ID : 008935.00
=========
====================================================================================================================================
|( 4 ) 000460 |( 5 ) 001574 |( 6 ) 001076
|M & H LOGGING AND CONSTRUCT |NITRAN INC. |CONSTRUCTION DIVERS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 SECTION 1
| | |
0010 203.20 425.000 M3 | 15.50000 6587.50| 15.00000 6375.00| 16.25000 6906.25
COMMON EXCAVATION | | |
0020 203.25 100.000 M3 | 15.75000 1575.00| 20.00000 2000.00| 22.50000 2250.00
GRANULAR BORROW | | |
0030 206.061 10.000 M3 | 25.00000 250.00| 40.00000 400.00| 34.00000 340.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0040 304.10 400.000 M3 | 20.00000 8000.00| 23.00000 9200.00| 24.50000 9800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0050 403.208 75.000 MG | 100.00000 7500.00| 169.00000 12675.00| 75.00000 5625.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0060 403.209 5.000 MG | 160.00000 800.00| 162.00000 810.00| 90.00000 450.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.213 50.000 MG | 100.00000 5000.00| 162.00000 8100.00| 75.00000 3750.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0080 409.15 80.000 L | 4.50000 360.00| 4.00000 320.00| 6.50000 520.00
BITUMINOUS TACK COAT APPLIED | | |
0090 509.12 10070.000 LS | 35000.00000 35000.00| 39000.00000 39000.00| 53000.00000 53000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0100 511.07 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 7400.00000 7400.00
COFFERDAM: | | |
0110 526.301 18.000 LS | 3000.00000 3000.00| 1500.00000 1500.00| 1500.00000 1500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0120 606.17 59.000 M | 45.00000 2655.00| 47.00000 2773.00| 49.00000 2891.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0130 606.265 4.000 EA | 60.00000 240.00| 65.00000 260.00| 20.00000 80.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0140 606.35 6.000 EA | 30.00000 180.00| 32.00000 192.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0150 606.59 7.620 M | 40.00000 304.80| 47.00000 358.14| 52.00000 396.24
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0160 606.78 3.000 EA | 800.00000 2400.00| 900.00000 2700.00| 600.00000 1800.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0170 610.08 100.000 M3 | 65.00000 6500.00| 48.00000 4800.00| 60.00000 6000.00
PLAIN RIPRAP | | |
0180 610.18 25.000 M3 | 60.00000 1500.00| 27.00000 675.00| 40.00000 1000.00
STONE DITCH PROTECTION | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : WAYNE TABULATION OF BIDS
CONTRACT ID : 008935.00
=========
====================================================================================================================================
|( 4 ) 000460 |( 5 ) 001574 |( 6 ) 001076
|M & H LOGGING AND CONSTRUCT |NITRAN INC. |CONSTRUCTION DIVERS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 613.319 240.000 M2 | 6.00000 1440.00| 6.00000 1440.00| 4.00000 960.00
TEMPORARY EROSION CONTROL BLANKET | | |
0200 615.07 25.000 M3 | 35.00000 875.00| 34.00000 850.00| 25.00000 625.00
LOAM | | |
0210 617.381 50.000 M3 | 25.00000 1250.00| 27.00000 1350.00| 32.00000 1600.00
WOOD WASTE EROSION CONTROL MIX | | |
0220 618.1401 4.000 UN | 60.00000 240.00| 39.00000 156.00| 48.00000 192.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0230 619.1201 4.000 UN | 50.00000 200.00| 20.00000 80.00| 25.00000 100.00
MULCH - PLAN QUANTITY | | |
0240 620.58 135.000 M2 | 5.00000 675.00| 4.00000 540.00| 3.50000 472.50
EROSION CONTROL GEOTEXTILE | | |
0250 627.71 170.000 M | 3.60000 612.00| 4.00000 680.00| 1.25000 212.50
100 MM WHITE PAVEMENT MARKING LINE | | |
0260 627.73 85.000 M | 7.25000 616.25| 6.00000 510.00| 1.25000 106.25
100 MM YELLOW PAVEMENT MARKING LINE | | |
0270 627.78 85.000 M | 7.25000 616.25| 6.00000 510.00| 1.25000 106.25
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0280 629.05 40.000 MH | 20.00000 800.00| 13.00000 520.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0290 631.12 32.000 HR | 70.00000 2240.00| 60.00000 1920.00| 110.00000 3520.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0300 631.132 32.000 HR | 50.00000 1600.00| 40.00000 1280.00| 75.00000 2400.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0310 631.14 32.000 HR | 80.00000 2560.00| 85.00000 2720.00| 130.00000 4160.00
GRADER (INCLUDING OPERATOR) | | |
0320 631.15 32.000 HR | 35.00000 1120.00| 30.00000 960.00| 100.00000 3200.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0330 631.172 64.000 HR | 40.00000 2560.00| 40.00000 2560.00| 50.00000 3200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0340 631.36 32.000 MH | 30.00000 960.00| 25.00000 800.00| 40.00000 1280.00
FOREMAN | | |
0350 637.071 LUMP| 1500.00000 1500.00| 100.00000 100.00| 2200.00000 2200.00
DUST CONTROL | | |
0360 652.31 10.000 EA | 60.00000 600.00| 65.00000 650.00| 100.00000 1000.00
TYPE I BARRICADE | | |
0370 652.312 4.000 EA | 170.00000 680.00| 195.00000 780.00| 250.00000 1000.00
TYPE III BARRICADE | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : WAYNE TABULATION OF BIDS
CONTRACT ID : 008935.00
=========
====================================================================================================================================
|( 4 ) 000460 |( 5 ) 001574 |( 6 ) 001076
|M & H LOGGING AND CONSTRUCT |NITRAN INC. |CONSTRUCTION DIVERS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 652.33 20.000 EA | 60.00000 1200.00| 45.00000 900.00| 65.00000 1300.00
DRUM | | |
0390 652.34 20.000 EA | 20.00000 400.00| 13.00000 260.00| 22.00000 440.00
CONE | | |
0400 652.35 30.000 M2 | 150.00000 4500.00| 80.00000 2400.00| 150.00000 4500.00
CONSTRUCTION SIGNS | | |
0410 652.361 28.000 LS | 1750.00000 1750.00| 500.00000 500.00| 2500.00000 2500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 50.000 MH | 15.50000 775.00| 13.00000 650.00| 14.00000 700.00
FLAGGER | | |
0430 656.55 20.000 M3 | 25.00000 500.00| 30.00000 600.00| 40.00000 800.00
DUMPED STONE | | |
0440 656.75 LUMP| 2500.00000 2500.00| 7000.00000 7000.00| 6500.00000 6500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 20000.00000 20000.00| 16000.00000 16000.00| 20000.00000 20000.00
MOBILIZATION | | |
SECTION TOTALS | $ 139,621.80| $ 148,854.14| $ 167,932.99
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 139,621.80| $ 148,854.14| $ 167,932.99
====================================================================================================================================