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LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00 COMPLETION DATE : 09/03/04
=========
PROJECT(S): STP-1075(900)X LOCATION(S): DURHAM MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : INTERSECTION RECONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 398,734.25 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 409,605.28 102.7264%
3 000416 T BUCK CONSTRUCTION INC. $ 419,666.66 105.2497%
4 000292 A H GROVER INC. $ 427,855.00 107.3033%
5 000403 PRATT & SONS INC. $ 451,678.63 113.2781%
6 001094 K & K EXCAVATION, INC. $ 473,530.85 118.7585%
7 000855 BRIDGECORP $ 575,608.70 144.3590%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000416
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 77.000 M2 | 30.00000 2310.00| 30.00000 2310.00| 30.00000 2310.00
PAVEMENT BUTT JOINTS | | |
0020 203.20 3090.000 M3 | 20.00000 61800.00| 14.00000 43260.00| 9.60000 29664.00
COMMON EXCAVATION | | |
0030 203.21 1480.000 M3 | 37.50000 55500.00| 40.00000 59200.00| 39.50000 58460.00
ROCK EXCAVATION | | |
0040 206.07 110.000 M3 | 150.00000 16500.00| 140.00000 15400.00| 113.00000 12430.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0050 304.10 4180.000 M3 | 17.00000 71060.00| 20.40000 85272.00| 19.00000 79420.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.209 80.000 MG | 105.00000 8400.00| 125.00000 10000.00| 105.00000 8400.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 430.000 MG | 60.00000 25800.00| 60.00000 25800.00| 60.00000 25800.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 710.000 MG | 60.00000 42600.00| 48.00000 34080.00| 60.00000 42600.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 1600.000 L | 2.00000 3200.00| 2.00000 3200.00| 2.00000 3200.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000416
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 603.15 12.190 M | 90.00000 1097.10| 78.00000 950.82| 73.50000 895.97
300 MILLI METER CULVERT PIPE OPTION I | | |
0110 603.16 18.280 M | 95.00000 1736.60| 100.00000 1828.00| 99.75000 1823.43
375 MM CULVERT PIPE OPTION I | | |
0120 603.169 33.140 M | 160.00000 5302.40| 133.00000 4407.62| 93.65000 3103.56
375 MM CULVERT PIPE OPTION III | | |
0130 603.199 17.680 M | 230.00000 4066.40| 113.00000 1997.84| 177.00000 3129.36
600 MM CULVERT PIPE OPTION III | | |
0140 604.092 2.000 EA | 2500.00000 5000.00| 2100.00000 4200.00| 1675.00000 3350.00
CATCH BASIN TYPE B1-C | | |
0150 605.09 12.200 M | 135.00000 1647.00| 100.00000 1220.00| 74.50000 908.90
150 MM UNDERDRAIN TYPE B | | |
0160 605.12 90.000 M | 140.00000 12600.00| 110.00000 9900.00| 99.75000 8977.50
375 MM UNDERDRAIN TYPE C | | |
0170 606.47 7.000 EA | 75.00000 525.00| 54.00000 378.00| 80.00000 560.00
SINGLE WOOD POST | | |
0180 609.31 189.000 M | 18.00000 3402.00| 16.00000 3024.00| 12.50000 2362.50
CURB TYPE 3 | | |
0190 610.18 90.000 M3 | 65.00000 5850.00| 54.00000 4860.00| 85.00000 7650.00
STONE DITCH PROTECTION | | |
0200 613.319 387.000 M2 | 1.75000 677.25| 2.00000 774.00| 2.50000 967.50
EROSION CONTROL BLANKET | | |
0210 615.0701 30.000 M3 | 65.00000 1950.00| 35.00000 1050.00| 90.00000 2700.00
LOAM - PLAN QUANTITY | | |
0220 617.37 10.000 M3 | 55.00000 550.00| 35.00000 350.00| 47.50000 475.00
WOODWASTE MULCH | | |
0230 618.1301 6.000 UN | 20.00000 120.00| 20.00000 120.00| 19.50000 117.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0240 618.1401 37.300 UN | 20.00000 746.00| 20.00000 746.00| 17.50000 652.75
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 16.000 UN | 12.00000 192.00| 7.00000 112.00| 8.00000 128.00
MULCH - PLAN QUANTITY | | |
0260 620.58 345.000 M2 | 1.50000 517.50| 2.00000 690.00| 1.50000 517.50
EROSION CONTROL GEOTEXTILE | | |
0270 621.031 8.000 EA | 125.00000 1000.00| 150.00000 1200.00| 95.00000 760.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0280 627.75 1.000 M2 | 500.00000 500.00| 175.00000 175.00| 165.00000 165.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0290 627.76 LUMP| 2000.00000 2000.00| 1300.00000 1300.00| 1500.00000 1500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000416
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 629.05 20.000 HR | 30.00000 600.00| 25.00000 500.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0310 631.10 5.000 HR | 50.00000 250.00| 35.00000 175.00| 50.00000 250.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0320 631.11 5.000 HR | 50.00000 250.00| 35.00000 175.00| 70.00000 350.00
AIR TOOL (INCLUDING OPERATOR) | | |
0330 631.12 10.000 HR | 135.00000 1350.00| 90.00000 900.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 50.00000 500.00| 35.00000 350.00| 55.00000 550.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 8000.00000 8000.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 3500.00000 3500.00| 4500.00000 4500.00| 6000.00000 6000.00
FIELD OFFICE TYPE B | | |
0370 652.31 5.000 EA | 50.00000 250.00| 45.00000 225.00| 110.00000 550.00
TYPE I BARRICADE | | |
0380 652.33 10.000 EA | 25.00000 250.00| 35.00000 350.00| 90.00000 900.00
DRUM | | |
0390 652.34 25.000 EA | 15.00000 375.00| 25.00000 625.00| 20.00000 500.00
CONE | | |
0400 652.35 25.000 M2 | 70.00000 1750.00| 100.00000 2500.00| 150.00000 3750.00
CONSTRUCTION SIGNS | | |
0410 652.361 90.000 LS | 3000.00000 3000.00| 20000.00000 20000.00| 6000.00000 6000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 500.000 HR | 17.00000 8500.00| 16.00000 8000.00| 18.00000 9000.00
FLAGGER | | |
0430 656.75 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 12500.00000 12500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 38000.00000 38000.00| 45000.00000 45000.00| 65388.69000 65388.69
MOBILIZATION | | |
0450 660.21 1000.000 HR | 0.01000 10.00| 2.00000 2000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 398,734.25| $ 409,605.28| $ 419,666.66
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 398,734.25| $ 409,605.28| $ 419,666.66
====================================================================================================================================
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00
=========
====================================================================================================================================
|( 4 ) 000292 |( 5 ) 000403 |( 6 ) 001094
|A H GROVER INC. |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 77.000 M2 | 33.00000 2541.00| 28.00000 2156.00| 17.50000 1347.50
PAVEMENT BUTT JOINTS | | |
0020 203.20 3090.000 M3 | 14.00000 43260.00| 22.00000 67980.00| 8.50000 26265.00
COMMON EXCAVATION | | |
0030 203.21 1480.000 M3 | 53.60000 79328.00| 65.00000 96200.00| 90.00000 133200.00
ROCK EXCAVATION | | |
0040 206.07 110.000 M3 | 120.00000 13200.00| 150.00000 16500.00| 100.00000 11000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0050 304.10 4180.000 M3 | 20.25000 84645.00| 28.00000 117040.00| 18.50000 77330.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.209 80.000 MG | 110.00000 8800.00| 100.00000 8000.00| 116.00000 9280.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 430.000 MG | 63.00000 27090.00| 50.00000 21500.00| 66.00000 28380.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 710.000 MG | 65.00000 46150.00| 41.00000 29110.00| 66.00000 46860.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 1600.000 L | 2.10000 3360.00| 1.31000 2096.00| 2.25000 3600.00
BITUMINOUS TACK COAT APPLIED | | |
0100 603.15 12.190 M | 89.00000 1084.91| 53.00000 646.07| 150.00000 1828.50
300 MILLI METER CULVERT PIPE OPTION I | | |
0110 603.16 18.280 M | 93.50000 1709.18| 55.00000 1005.40| 75.00000 1371.00
375 MM CULVERT PIPE OPTION I | | |
0120 603.169 33.140 M | 124.00000 4109.36| 93.00000 3082.02| 75.00000 2485.50
375 MM CULVERT PIPE OPTION III | | |
0130 603.199 17.680 M | 195.00000 3447.60| 123.00000 2174.64| 190.00000 3359.20
600 MM CULVERT PIPE OPTION III | | |
0140 604.092 2.000 EA | 1600.00000 3200.00| 2100.00000 4200.00| 1500.00000 3000.00
CATCH BASIN TYPE B1-C | | |
0150 605.09 12.200 M | 66.00000 805.20| 100.00000 1220.00| 65.00000 793.00
150 MM UNDERDRAIN TYPE B | | |
0160 605.12 90.000 M | 135.00000 12150.00| 118.00000 10620.00| 105.00000 9450.00
375 MM UNDERDRAIN TYPE C | | |
0170 606.47 7.000 EA | 100.00000 700.00| 75.00000 525.00| 20.00000 140.00
SINGLE WOOD POST | | |
0180 609.31 189.000 M | 13.25000 2504.25| 21.00000 3969.00| 14.00000 2646.00
CURB TYPE 3 | | |
0190 610.18 90.000 M3 | 59.00000 5310.00| 51.00000 4590.00| 60.00000 5400.00
STONE DITCH PROTECTION | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00
=========
====================================================================================================================================
|( 4 ) 000292 |( 5 ) 000403 |( 6 ) 001094
|A H GROVER INC. |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 613.319 387.000 M2 | 3.60000 1393.20| 2.00000 774.00| 3.00000 1161.00
EROSION CONTROL BLANKET | | |
0210 615.0701 30.000 M3 | 60.00000 1800.00| 85.00000 2550.00| 30.00000 900.00
LOAM - PLAN QUANTITY | | |
0220 617.37 10.000 M3 | 45.00000 450.00| 40.00000 400.00| 100.00000 1000.00
WOODWASTE MULCH | | |
0230 618.1301 6.000 UN | 40.00000 240.00| 25.00000 150.00| 38.50000 231.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0240 618.1401 37.300 UN | 26.00000 969.80| 25.00000 932.50| 25.50000 951.15
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 16.000 UN | 15.00000 240.00| 14.00000 224.00| 14.50000 232.00
MULCH - PLAN QUANTITY | | |
0260 620.58 345.000 M2 | 3.30000 1138.50| 2.00000 690.00| 4.00000 1380.00
EROSION CONTROL GEOTEXTILE | | |
0270 621.031 8.000 EA | 122.00000 976.00| 111.00000 888.00| 125.00000 1000.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0280 627.75 1.000 M2 | 178.00000 178.00| 161.00000 161.00| 180.00000 180.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0290 627.76 LUMP| 1320.00000 1320.00| 1700.00000 1700.00| 1350.00000 1350.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0300 629.05 20.000 HR | 28.00000 560.00| 36.00000 720.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0310 631.10 5.000 HR | 42.00000 210.00| 40.00000 200.00| 40.00000 200.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0320 631.11 5.000 HR | 38.00000 190.00| 40.00000 200.00| 40.00000 200.00
AIR TOOL (INCLUDING OPERATOR) | | |
0330 631.12 10.000 HR | 100.00000 1000.00| 104.00000 1040.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 50.00000 500.00| 46.00000 460.00| 46.00000 460.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 3500.00000 3500.00| 1700.00000 1700.00| 7500.00000 7500.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 5000.00000 5000.00| 4700.00000 4700.00| 6500.00000 6500.00
FIELD OFFICE TYPE B | | |
0370 652.31 5.000 EA | 55.00000 275.00| 60.00000 300.00| 50.00000 250.00
TYPE I BARRICADE | | |
0380 652.33 10.000 EA | 75.00000 750.00| 80.00000 800.00| 50.00000 500.00
DRUM | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 6
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00
=========
====================================================================================================================================
|( 4 ) 000292 |( 5 ) 000403 |( 6 ) 001094
|A H GROVER INC. |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.34 25.000 EA | 35.00000 875.00| 20.00000 500.00| 18.00000 450.00
CONE | | |
0400 652.35 25.000 M2 | 65.00000 1625.00| 115.00000 2875.00| 100.00000 2500.00
CONSTRUCTION SIGNS | | |
0410 652.361 90.000 LS | 2625.00000 2625.00| 7600.00000 7600.00| 7500.00000 7500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 500.000 HR | 16.50000 8250.00| 17.00000 8500.00| 17.50000 8750.00
FLAGGER | | |
0430 656.75 LUMP| 7655.00000 7655.00| 3000.00000 3000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 39500.00000 39500.00| 16000.00000 16000.00| 40000.00000 40000.00
MOBILIZATION | | |
0450 660.21 1000.000 HR | 3.24000 3240.00| 2.00000 2000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 427,855.00| $ 451,678.63| $ 473,530.85
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 427,855.00| $ 451,678.63| $ 473,530.85
====================================================================================================================================
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 7
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00
=========
====================================================================================================================================
|( 7 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 77.000 M2 | 25.00000 1925.00| |
PAVEMENT BUTT JOINTS | | |
0020 203.20 3090.000 M3 | 17.00000 52530.00| |
COMMON EXCAVATION | | |
0030 203.21 1480.000 M3 | 65.00000 96200.00| |
ROCK EXCAVATION | | |
0040 206.07 110.000 M3 | 240.00000 26400.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0050 304.10 4180.000 M3 | 32.00000 133760.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.209 80.000 MG | 140.00000 11200.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 430.000 MG | 60.00000 25800.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 710.000 MG | 60.00000 42600.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 1600.000 L | 2.00000 3200.00| |
BITUMINOUS TACK COAT APPLIED | | |
0100 603.15 12.190 M | 90.00000 1097.10| |
300 MILLI METER CULVERT PIPE OPTION I | | |
0110 603.16 18.280 M | 125.00000 2285.00| |
375 MM CULVERT PIPE OPTION I | | |
0120 603.169 33.140 M | 220.00000 7290.80| |
375 MM CULVERT PIPE OPTION III | | |
0130 603.199 17.680 M | 390.00000 6895.20| |
600 MM CULVERT PIPE OPTION III | | |
0140 604.092 2.000 EA | 2800.00000 5600.00| |
CATCH BASIN TYPE B1-C | | |
0150 605.09 12.200 M | 100.00000 1220.00| |
150 MM UNDERDRAIN TYPE B | | |
0160 605.12 90.000 M | 160.00000 14400.00| |
375 MM UNDERDRAIN TYPE C | | |
0170 606.47 7.000 EA | 50.00000 350.00| |
SINGLE WOOD POST | | |
0180 609.31 189.000 M | 24.00000 4536.00| |
CURB TYPE 3 | | |
0190 610.18 90.000 M3 | 95.00000 8550.00| |
STONE DITCH PROTECTION | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 8
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00
=========
====================================================================================================================================
|( 7 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 613.319 387.000 M2 | 4.00000 1548.00| |
EROSION CONTROL BLANKET | | |
0210 615.0701 30.000 M3 | 100.00000 3000.00| |
LOAM - PLAN QUANTITY | | |
0220 617.37 10.000 M3 | 100.00000 1000.00| |
WOODWASTE MULCH | | |
0230 618.1301 6.000 UN | 34.00000 204.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0240 618.1401 37.300 UN | 22.00000 820.60| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 16.000 UN | 8.00000 128.00| |
MULCH - PLAN QUANTITY | | |
0260 620.58 345.000 M2 | 5.00000 1725.00| |
EROSION CONTROL GEOTEXTILE | | |
0270 621.031 8.000 EA | 123.00000 984.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0280 627.75 1.000 M2 | 160.00000 160.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0290 627.76 LUMP| 1200.00000 1200.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0300 629.05 20.000 HR | 20.00000 400.00| |
HAND LABOR, STRAIGHT TIME | | |
0310 631.10 5.000 HR | 25.00000 125.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0320 631.11 5.000 HR | 25.00000 125.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0330 631.12 10.000 HR | 100.00000 1000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 10.000 HR | 50.00000 500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 6000.00000 6000.00| |
DUST CONTROL | | |
0360 639.19 1.000 EA | 6000.00000 6000.00| |
FIELD OFFICE TYPE B | | |
0370 652.31 5.000 EA | 25.00000 125.00| |
TYPE I BARRICADE | | |
0380 652.33 10.000 EA | 60.00000 600.00| |
DRUM | | |
LETTING DATE : 02/25/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/25/04
PAGE : 9
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 010759.00
=========
====================================================================================================================================
|( 7 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.34 25.000 EA | 20.00000 500.00| |
CONE | | |
0400 652.35 25.000 M2 | 65.00000 1625.00| |
CONSTRUCTION SIGNS | | |
0410 652.361 90.000 LS | 6000.00000 6000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0420 652.38 500.000 HR | 20.00000 10000.00| |
FLAGGER | | |
0430 656.75 LUMP| 3000.00000 3000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0440 659.10 LUMP| 82000.00000 82000.00| |
MOBILIZATION | | |
0450 660.21 1000.000 HR | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 575,608.70| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 575,608.70| $ 0.00| $
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