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LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 1
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00 COMPLETION DATE : 09/03/04
=========
PROJECT(S): 010210.00 LOCATION(S): JEFFERSON - WHITEFIELD - PITTSTONINE STATE DEPARTMENT OF TRANSPORTATION
STP-1065(400)X WHITEFIELD
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000059 PIKE INDUSTRIES, INC. $ 2,714,186.54 100.0000%
2 000022 THE LANE CONSTRUCTION CORP. $ 2,719,113.20 100.1815%
3 000855 BRIDGECORP $ 2,725,622.10 100.4213%
4 000164 C P M CONSTRUCTORS $ 2,946,011.10 108.5412%
5 000403 PRATT & SONS INC. $ 3,311,906.20 122.0221%
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000022 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 6.000 EA | 425.00000 2550.00| 450.00000 2700.00| 800.00000 4800.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 6.000 EA | 200.00000 1200.00| 200.00000 1200.00| 300.00000 1800.00
REMOVING STUMP | | |
0030 202.202 350.000 M2 | 15.00000 5250.00| 12.00000 4200.00| 15.00000 5250.00
REMOVING PAVEMENT SURFACE | | |
0040 202.203 486.000 M2 | 21.50000 10449.00| 12.00000 5832.00| 21.50000 10449.00
PAVEMENT BUTT JOINTS | | |
0050 203.2001 10500.000 M3 | 8.76000 91980.00| 12.00000 126000.00| 9.00000 94500.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.21 300.000 M3 | 85.02000 25506.00| 125.00000 37500.00| 75.00000 22500.00
ROCK EXCAVATION | | |
0070 203.25 5380.000 M3 | 1.00000 5380.00| 18.00000 96840.00| 0.01000 53.80
GRANULAR BORROW | | |
0080 204.41 18321.000 M2 | 4.75000 87024.75| 4.20000 76948.20| 12.00000 219852.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 211.21 1300.000 M | 8.86000 11518.00| 10.00000 13000.00| 12.00000 15600.00
INSLOPE REHABILITATION | | |
0100 211.22 369.000 M | 14.11000 5206.59| 10.00000 3690.00| 7.00000 2583.00
INSLOPE EXCAVATION - GUARDRAIL | | |
LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 2
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000022 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.30 6541.000 M | 9.84000 64363.44| 11.00000 71951.00| 12.00000 78492.00
DITCH EXCAVATION | | |
0120 211.40 2070.000 M | 14.76000 30553.20| 12.00000 24840.00| 12.00000 24840.00
NEW DITCH EXCAVATION | | |
0130 304.103 300.000 M3 | 31.78000 9534.00| 24.00000 7200.00| 25.00000 7500.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0140 304.104 21650.000 M3 | 22.56000 488424.00| 19.00000 411350.00| 18.00000 389700.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0150 310.23 67460.000 M2 | 5.15000 347419.00| 6.35000 428371.00| 5.15000 347419.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0160 403.209 129.320 MG | 105.00000 13578.60| 100.00000 12932.00| 135.00000 17458.20
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 7590.000 MG | 41.80000 317262.00| 46.75000 354832.50| 41.80000 317262.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0180 403.211 2400.000 MG | 41.30000 99120.00| 46.75000 112200.00| 41.30000 99120.00
HOT MIX ASPHALT (SHIM) | | |
0190 403.213 6430.000 MG | 40.70000 261701.00| 46.50000 298995.00| 40.70000 261701.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0200 409.15 15500.000 L | 0.90000 13950.00| 1.30000 20150.00| 0.90000 13950.00
BITUMINOUS TACK COAT APPLIED | | |
0210 411.09 130.000 M3 | 57.88000 7524.40| 55.00000 7150.00| 65.00000 8450.00
UNTREATED AGGREGATE SURFACE COURSE | | |
0220 603.16 340.000 M | 84.65000 28781.00| 110.00000 37400.00| 75.00000 25500.00
375 MM CULVERT PIPE OPTION I | | |
0230 603.17 50.000 M | 95.14000 4757.00| 117.00000 5850.00| 120.00000 6000.00
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 570.000 M | 260.50000 148485.00| 175.00000 99750.00| 150.00000 85500.00
450 MM CULVERT PIPE OPTION III | | |
0250 603.199 42.500 M | 228.84000 9725.70| 220.00000 9350.00| 200.00000 8500.00
600 MM CULVERT PIPE OPTION III | | |
0270 605.09 20.000 M | 50.00000 1000.00| 120.00000 2400.00| 100.00000 2000.00
150 MM UNDERDRAIN TYPE B | | |
0280 606.1722 4.000 EA | 1050.00000 4200.00| 840.00000 3360.00| 800.00000 3200.00
BRIDGE TRANSITION - TYPE 2 | | |
0290 606.178 11.400 M | 419.95000 4787.43| 495.00000 5643.00| 19.00000 216.60
GUARDRAIL BEAM | | |
0300 606.23 206.000 M | 40.19000 8279.14| 36.00000 7416.00| 33.00000 6798.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 3
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000022 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.231 8.000 M | 47.57000 380.56| 38.00000 304.00| 33.00000 264.00
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0320 606.232 8.000 M | 47.57000 380.56| 38.00000 304.00| 33.00000 264.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0330 606.265 2.000 EA | 26.25000 52.50| 37.00000 74.00| 50.00000 100.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 12.000 EA | 26.25000 315.00| 26.00000 312.00| 25.00000 300.00
GUARDRAIL DELINEATOR POST | | |
0350 606.47 30.000 EA | 26.25000 787.50| 26.00000 780.00| 35.00000 1050.00
SINGLE WOOD POST | | |
0360 606.51 2.000 EA | 262.50000 525.00| 80.00000 160.00| 200.00000 400.00
MULTIPLE MAILBOX SUPPORT | | |
0370 606.754 5.000 EA | 990.00000 4950.00| 900.00000 4500.00| 900.00000 4500.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0380 606.79 5.000 EA | 1420.00000 7100.00| 1450.00000 7250.00| 1500.00000 7500.00
GUARDRAIL 350 FLARED TERMINAL | | |
0390 607.10 100.000 M | 36.91000 3691.00| 35.00000 3500.00| 35.00000 3500.00
BARBED WIRE FENCE - WOOD POSTS | | |
0400 609.31 176.000 M | 15.00000 2640.00| 16.00000 2816.00| 7.00000 1232.00
CURB TYPE 3 | | |
0410 609.311 488.000 M | 15.25000 7442.00| 20.00000 9760.00| 8.00000 3904.00
SPECIAL CURB - CAPE COD DESIGN | | |
0420 610.08 20.400 M3 | 45.00000 918.00| 80.00000 1632.00| 100.00000 2040.00
PLAIN RIPRAP | | |
0430 610.18 500.000 M3 | 50.00000 25000.00| 55.00000 27500.00| 50.00000 25000.00
STONE DITCH PROTECTION | | |
0440 613.319 10962.000 M2 | 0.96000 10523.52| 2.00000 21924.00| 2.75000 30145.50
EROSION CONTROL BLANKET | | |
0450 615.07 75.000 M3 | 60.00000 4500.00| 36.00000 2700.00| 35.00000 2625.00
LOAM | | |
0460 618.1401 550.000 UN | 13.00000 7150.00| 13.45000 7397.50| 20.00000 11000.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0470 619.1201 550.000 UN | 6.50000 3575.00| 6.00000 3300.00| 10.00000 5500.00
MULCH - PLAN QUANTITY | | |
0480 620.58 2100.000 M2 | 0.78000 1638.00| 2.70000 5670.00| 3.00000 6300.00
EROSION CONTROL GEOTEXTILE | | |
0490 621.025 18.000 EA | 90.00000 1620.00| 125.00000 2250.00| 80.00000 1440.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 4
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000022 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 621.026 12.000 EA | 158.00000 1896.00| 199.00000 2388.00| 110.00000 1320.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0510 621.126 6.000 EA | 125.00000 750.00| 200.00000 1200.00| 110.00000 660.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0520 621.178 7.000 EA | 150.00000 1050.00| 210.00000 1470.00| 110.00000 770.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0530 621.546 12.000 EA | 45.00000 540.00| 78.00000 936.00| 40.00000 480.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0540 627.76 LUMP| 5600.00000 5600.00| 5000.00000 5000.00| 5000.00000 5000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 50.000 HR | 45.00000 2250.00| 23.00000 1150.00| 20.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.111 30.000 HR | 275.00000 8250.00| 180.00000 5400.00| 150.00000 4500.00
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0570 631.12 50.000 HR | 135.00000 6750.00| 95.00000 4750.00| 100.00000 5000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0580 631.131 10.000 HR | 115.00000 1150.00| 65.00000 650.00| 60.00000 600.00
SMALL BULLDOZER-GRADER (INCLUDING | | |
OPERATOR) | | |
0590 631.14 25.000 HR | 135.00000 3375.00| 85.00000 2125.00| 90.00000 2250.00
GRADER (INCLUDING OPERATOR) | | |
0600 631.172 100.000 HR | 70.00000 7000.00| 42.00000 4200.00| 45.00000 4500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0610 631.18 40.000 HR | 45.00000 1800.00| 30.00000 1200.00| 25.00000 1000.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0620 631.32 20.000 HR | 300.00000 6000.00| 150.00000 3000.00| 150.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0630 639.19 1.000 EA | 7500.00000 7500.00| 7000.00000 7000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0640 652.38 10000.000 HR | 12.00000 120000.00| 14.00000 140000.00| 7.00000 70000.00
FLAGGER | | |
0650 652.39 LUMP| 75000.00000 75000.00| 40000.00000 40000.00| 10000.00000 10000.00
WORK ZONE TRAFFIC CONTROL | | |
0660 656.75 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 5
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000022 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 658.20 11.500 M2 | 50.23000 577.65| 40.00000 460.00| 42.00000 483.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0680 659.10 LUMP| 250000.00000 250000.00| 65000.00000 65000.00| 410000.00000 410000.00
MOBILIZATION | | |
0690 660.21 2000.000 HR | 1.00000 2000.00| 1.00000 2000.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,714,186.54| $ 2,719,113.20| $ 2,725,622.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,714,186.54| $ 2,719,113.20| $ 2,725,622.10
====================================================================================================================================
LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 6
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000403 |( )
|C P M CONSTRUCTORS |PRATT & SONS INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 6.000 EA | 350.00000 2100.00| 450.00000 2700.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 6.000 EA | 350.00000 2100.00| 200.00000 1200.00|
REMOVING STUMP | | |
0030 202.202 350.000 M2 | 20.00000 7000.00| 18.50000 6475.00|
REMOVING PAVEMENT SURFACE | | |
0040 202.203 486.000 M2 | 25.00000 12150.00| 26.50000 12879.00|
PAVEMENT BUTT JOINTS | | |
0050 203.2001 10500.000 M3 | 12.50000 131250.00| 12.75000 133875.00|
COMMON EXCAVATION - PLAN QUANTITY | | |
0060 203.21 300.000 M3 | 125.00000 37500.00| 110.00000 33000.00|
ROCK EXCAVATION | | |
0070 203.25 5380.000 M3 | 10.00000 53800.00| 26.50000 142570.00|
GRANULAR BORROW | | |
0080 204.41 18321.000 M2 | 6.00000 109926.00| 14.50000 265654.50|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 211.21 1300.000 M | 8.00000 10400.00| 5.30000 6890.00|
INSLOPE REHABILITATION | | |
0100 211.22 369.000 M | 12.00000 4428.00| 15.00000 5535.00|
INSLOPE EXCAVATION - GUARDRAIL | | |
0110 211.30 6541.000 M | 8.00000 52328.00| 10.50000 68680.50|
DITCH EXCAVATION | | |
0120 211.40 2070.000 M | 12.00000 24840.00| 15.80000 32706.00|
NEW DITCH EXCAVATION | | |
0130 304.103 300.000 M3 | 26.50000 7950.00| 50.00000 15000.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0140 304.104 21650.000 M3 | 22.00000 476300.00| 26.50000 573725.00|
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0150 310.23 67460.000 M2 | 6.50000 438490.00| 7.25000 489085.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0160 403.209 129.320 MG | 105.00000 13578.60| 105.00000 13578.60|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 7590.000 MG | 41.80000 317262.00| 41.80000 317262.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 7
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000403 |( )
|C P M CONSTRUCTORS |PRATT & SONS INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.211 2400.000 MG | 41.30000 99120.00| 41.30000 99120.00|
HOT MIX ASPHALT (SHIM) | | |
0190 403.213 6430.000 MG | 40.70000 261701.00| 40.70000 261701.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0200 409.15 15500.000 L | 1.00000 15500.00| 1.00000 15500.00|
BITUMINOUS TACK COAT APPLIED | | |
0210 411.09 130.000 M3 | 55.00000 7150.00| 60.00000 7800.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
0220 603.16 340.000 M | 90.00000 30600.00| 63.00000 21420.00|
375 MM CULVERT PIPE OPTION I | | |
0230 603.17 50.000 M | 95.00000 4750.00| 64.00000 3200.00|
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 570.000 M | 185.00000 105450.00| 194.00000 110580.00|
450 MM CULVERT PIPE OPTION III | | |
0250 603.199 42.500 M | 250.00000 10625.00| 352.00000 14960.00|
600 MM CULVERT PIPE OPTION III | | |
0270 605.09 20.000 M | 75.00000 1500.00| 115.00000 2300.00|
150 MM UNDERDRAIN TYPE B | | |
0280 606.1722 4.000 EA | 1000.00000 4000.00| 1100.00000 4400.00|
BRIDGE TRANSITION - TYPE 2 | | |
0290 606.178 11.400 M | 25.00000 285.00| 24.00000 273.60|
GUARDRAIL BEAM | | |
0300 606.23 206.000 M | 45.00000 9270.00| 52.25000 10763.50|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0310 606.231 8.000 M | 45.00000 360.00| 52.25000 418.00|
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0320 606.232 8.000 M | 45.00000 360.00| 52.25000 418.00|
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0330 606.265 2.000 EA | 55.00000 110.00| 60.00000 120.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 12.000 EA | 30.00000 360.00| 30.00000 360.00|
GUARDRAIL DELINEATOR POST | | |
0350 606.47 30.000 EA | 40.00000 1200.00| 40.00000 1200.00|
SINGLE WOOD POST | | |
0360 606.51 2.000 EA | 225.00000 450.00| 245.00000 490.00|
MULTIPLE MAILBOX SUPPORT | | |
0370 606.754 5.000 EA | 1100.00000 5500.00| 800.00000 4000.00|
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0380 606.79 5.000 EA | 2000.00000 10000.00| 2300.00000 11500.00|
GUARDRAIL 350 FLARED TERMINAL | | |
LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 8
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000403 |( )
|C P M CONSTRUCTORS |PRATT & SONS INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 607.10 100.000 M | 40.00000 4000.00| 60.00000 6000.00|
BARBED WIRE FENCE - WOOD POSTS | | |
0400 609.31 176.000 M | 12.00000 2112.00| 12.00000 2112.00|
CURB TYPE 3 | | |
0410 609.311 488.000 M | 15.00000 7320.00| 12.00000 5856.00|
SPECIAL CURB - CAPE COD DESIGN | | |
0420 610.08 20.400 M3 | 75.00000 1530.00| 135.00000 2754.00|
PLAIN RIPRAP | | |
0430 610.18 500.000 M3 | 55.00000 27500.00| 55.00000 27500.00|
STONE DITCH PROTECTION | | |
0440 613.319 10962.000 M2 | 1.50000 16443.00| 2.50000 27405.00|
EROSION CONTROL BLANKET | | |
0450 615.07 75.000 M3 | 65.00000 4875.00| 61.00000 4575.00|
LOAM | | |
0460 618.1401 550.000 UN | 15.00000 8250.00| 14.00000 7700.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0470 619.1201 550.000 UN | 7.00000 3850.00| 6.00000 3300.00|
MULCH - PLAN QUANTITY | | |
0480 620.58 2100.000 M2 | 1.50000 3150.00| 2.00000 4200.00|
EROSION CONTROL GEOTEXTILE | | |
0490 621.025 18.000 EA | 95.00000 1710.00| 155.00000 2790.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0500 621.026 12.000 EA | 175.00000 2100.00| 245.00000 2940.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0510 621.126 6.000 EA | 150.00000 900.00| 245.00000 1470.00|
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0520 621.178 7.000 EA | 225.00000 1575.00| 260.00000 1820.00|
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0530 621.546 12.000 EA | 45.00000 540.00| 96.00000 1152.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0540 627.76 LUMP| 9500.00000 9500.00| 12000.00000 12000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 50.000 HR | 35.00000 1750.00| 38.00000 1900.00|
HAND LABOR, STRAIGHT TIME | | |
0560 631.111 30.000 HR | 200.00000 6000.00| 280.00000 8400.00|
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
LETTING DATE : 10/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/29/03
PAGE : 9
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 010210.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000403 |( )
|C P M CONSTRUCTORS |PRATT & SONS INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 631.12 50.000 HR | 110.00000 5500.00| 95.00000 4750.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0580 631.131 10.000 HR | 95.00000 950.00| 115.00000 1150.00|
SMALL BULLDOZER-GRADER (INCLUDING | | |
OPERATOR) | | |
0590 631.14 25.000 HR | 135.00000 3375.00| 115.00000 2875.00|
GRADER (INCLUDING OPERATOR) | | |
0600 631.172 100.000 HR | 50.00000 5000.00| 46.00000 4600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0610 631.18 40.000 HR | 45.00000 1800.00| 40.00000 1600.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0620 631.32 20.000 HR | 300.00000 6000.00| 175.00000 3500.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0630 639.19 1.000 EA | 9500.00000 9500.00| 7200.00000 7200.00|
FIELD OFFICE TYPE B | | |
0640 652.38 10000.000 HR | 15.00000 150000.00| 17.00000 170000.00|
FLAGGER | | |
0650 652.39 LUMP| 53900.00000 53900.00| 38500.00000 38500.00|
WORK ZONE TRAFFIC CONTROL | | |
0660 656.75 LUMP| 42900.00000 42900.00| 53000.00000 53000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 658.20 11.500 M2 | 45.00000 517.50| 45.00000 517.50|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0680 659.10 LUMP| 293750.00000 293750.00| 205000.00000 205000.00|
MOBILIZATION | | |
0690 660.21 2000.000 HR | 0.01000 20.00| 2.00000 4000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,946,011.10| $ 3,311,906.20| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,946,011.10| $ 3,311,906.20| $
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