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LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : MEXICO TABULATION OF BIDS
PERU
RUMFORD CONTRACT ID : 010711.00 COMPLETION DATE : 09/14/02
=========
PROJECT(S): STP-1071(100)X COUNTIE(S) : OXFORD MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1071(300)X
STP-1071(500)X A TRUE COPY : __________________________
OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 OVERLAY NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000403 PRATT & SONS INC. $ 1,648,899.36 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 1,664,601.89 100.9523%
3 000272 A & V CONSTRUCTION, CORP. $ 1,686,403.78 102.2745%
4 000855 BRIDGECORP $ 1,692,588.50 102.6496%
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 1.000 EA | 560.00000 560.00| 750.00000 750.00| 800.00000 800.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 196.00000 196.00| 200.00000 200.00| 200.00000 200.00
REMOVING STUMP | | |
0030 202.202 3165.000 M2 | 5.00000 15825.00| 3.30000 10444.50| 5.00000 15825.00
REMOVING PAVEMENT SURFACE | | |
0040 202.203 1317.000 M2 | 11.00000 14487.00| 17.00000 22389.00| 15.00000 19755.00
PAVEMENT BUTT JOINTS | | |
0050 203.202 1027.000 M | 5.00000 5135.00| 8.00000 8216.00| 8.00000 8216.00
INSLOPE EXCAVATION | | |
0060 203.2026 700.000 M | 12.00000 8400.00| 14.00000 9800.00| 14.00000 9800.00
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0070 203.203 2169.000 M | 10.00000 21690.00| 11.00000 23859.00| 11.00000 23859.00
DITCH EXCAVATION | | |
0080 204.41 19691.000 M2 | 4.00000 78764.00| 3.50000 68918.50| 4.25000 83686.75
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 304.103 85.000 M3 | 49.00000 4165.00| 45.00000 3825.00| 25.00000 2125.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 403.209 500.000 MG | 80.00000 40000.00| 95.00000 47500.00| 82.00000 41000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : MEXICO TABULATION OF BIDS
PERU
RUMFORD CONTRACT ID : 010711.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 8865.000 MG | 35.40000 313821.00| 40.00000 354600.00| 36.00000 319140.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.211 9045.000 MG | 35.40000 320193.00| 40.00000 361800.00| 36.00000 325620.00
HOT MIX ASPHALT (SHIM) | | |
0130 409.15 16010.000 L | 0.95000 15209.50| 1.25000 20012.50| 1.00000 16010.00
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 85.000 M3 | 49.00000 4165.00| 45.00000 3825.00| 30.00000 2550.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 603.16 96.000 M | 56.00000 5376.00| 80.00000 7680.00| 80.00000 7680.00
375 MM CULVERT PIPE OPTION I | | |
0160 603.169 42.000 M | 250.00000 10500.00| 155.00000 6510.00| 155.00000 6510.00
375 MM CULVERT PIPE OPTION III | | |
0170 603.17 35.500 M | 64.00000 2272.00| 115.00000 4082.50| 115.00000 4082.50
450 MM CULVERT PIPE OPTION I | | |
0180 603.179 38.000 M | 260.00000 9880.00| 170.00000 6460.00| 170.00000 6460.00
450 MM CULVERT PIPE OPTION III | | |
0190 603.199 38.000 M | 265.00000 10070.00| 210.00000 7980.00| 210.00000 7980.00
600 MM CULVERT PIPE OPTION III | | |
0200 604.092 2.000 EA | 1900.00000 3800.00| 1800.00000 3600.00| 1800.00000 3600.00
CATCH BASIN TYPE B1-C | | |
0210 604.11 1.000 EA | 1900.00000 1900.00| 1900.00000 1900.00| 1900.00000 1900.00
CATCH BASIN TYPE C1 | | |
0220 604.161 50.000 EA | 650.00000 32500.00| 675.00000 33750.00| 675.00000 33750.00
ALTERING CATCH BASIN | | |
0230 604.164 1.000 EA | 1500.00000 1500.00| 1350.00000 1350.00| 1350.00000 1350.00
REBUILDING CATCH BASIN | | |
0240 604.18 48.000 EA | 430.00000 20640.00| 400.00000 19200.00| 400.00000 19200.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0250 604.182 83.000 EA | 80.00000 6640.00| 175.00000 14525.00| 175.00000 14525.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0260 605.09 151.000 M | 95.00000 14345.00| 65.00000 9815.00| 65.00000 9815.00
150 MM UNDERDRAIN TYPE B | | |
0270 605.10 6.000 M | 73.00000 438.00| 65.00000 390.00| 65.00000 390.00
150 MM UNDERDRAIN OUTLET | | |
0280 606.17 2740.000 M | 28.00000 76720.00| 27.95000 76583.00| 34.00000 93160.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0290 606.1732 2.000 EA | 700.00000 1400.00| 850.00000 1700.00| 474.00000 948.00
BRIDGE CONNECTION TYPE 2 | | |
0300 606.22 430.430 M | 32.00000 13773.76| 31.25000 13450.94| 31.00000 13343.33
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : MEXICO TABULATION OF BIDS
PERU
RUMFORD CONTRACT ID : 010711.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.23 465.000 M | 28.00000 13020.00| 27.95000 12996.75| 55.00000 25575.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0320 606.232 8.000 M | 32.00000 256.00| 31.25000 250.00| 60.00000 480.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0330 606.265 59.000 EA | 50.00000 2950.00| 50.00000 2950.00| 25.00000 1475.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 109.000 EA | 25.00000 2725.00| 25.00000 2725.00| 25.00000 2725.00
GUARDRAIL DELINEATOR POST | | |
0350 606.357 57.000 M | 14.00000 798.00| 13.95000 795.15| 12.00000 684.00
GUARDRAIL, MODIFY, TYPE 3B | | |
0360 606.36 199.000 M | 14.00000 2786.00| 13.95000 2776.05| 23.00000 4577.00
GUARDRAIL REMOVED AND RESET | | |
0370 606.754 2.000 EA | 640.00000 1280.00| 1500.00000 3000.00| 1500.00000 3000.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0380 606.76 4.000 EA | 1400.00000 5600.00| 1400.00000 5600.00| 1411.00000 5644.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0390 606.79 2.000 EA | 1900.00000 3800.00| 1900.00000 3800.00| 403.00000 806.00
GUARDRAIL 350 FLARED TERMINAL | | |
0400 609.11 102.700 M | 110.00000 11297.00| 75.00000 7702.50| 75.00000 7702.50
VERTICAL CURB TYPE 1 | | |
0410 609.234 51.000 EA | 225.00000 11475.00| 205.00000 10455.00| 205.00000 10455.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0420 609.237 54.000 EA | 350.00000 18900.00| 260.00000 14040.00| 260.00000 14040.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0430 609.31 4307.000 M | 18.00000 77526.00| 10.00000 43070.00| 13.00000 55991.00
CURB TYPE 3 | | |
0440 609.38 2594.300 M | 60.00000 155658.00| 63.00000 163440.90| 63.00000 163440.90
RESET CURB TYPE 1 | | |
0450 610.08 177.000 M3 | 61.00000 10797.00| 95.00000 16815.00| 95.00000 16815.00
PLAIN RIPRAP | | |
0460 613.319 5290.000 M2 | 1.60000 8464.00| 1.25000 6612.50| 2.50000 13225.00
EROSION CONTROL BLANKET | | |
0470 618.1401 150.000 UN | 14.00000 2100.00| 13.75000 2062.50| 17.00000 2550.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 150.000 UN | 6.90000 1035.00| 6.65000 997.50| 7.60000 1140.00
MULCH - PLAN QUANTITY | | |
0490 620.58 430.000 M2 | 2.00000 860.00| 4.00000 1720.00| 2.50000 1075.00
EROSION CONTROL GEOTEXTILE | | |
0500 627.711 13957.000 M | 0.30000 4187.10| 0.30000 4187.10| 0.40000 5582.80
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : MEXICO TABULATION OF BIDS
PERU
RUMFORD CONTRACT ID : 010711.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 627.76 LUMP| 8000.00000 8000.00| 2000.00000 2000.00| 5040.00000 5040.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0520 629.05 40.000 MH | 33.00000 1320.00| 25.00000 1000.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0530 631.10 20.000 HR | 35.00000 700.00| 40.00000 800.00| 40.00000 800.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0540 631.11 20.000 HR | 35.00000 700.00| 35.00000 700.00| 35.00000 700.00
AIR TOOL (INCLUDING OPERATOR) | | |
0550 631.12 50.000 HR | 95.00000 4750.00| 90.00000 4500.00| 90.00000 4500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.14 20.000 HR | 150.00000 3000.00| 100.00000 2000.00| 95.00000 1900.00
GRADER (INCLUDING OPERATOR) | | |
0570 631.172 100.000 HR | 42.00000 4200.00| 50.00000 5000.00| 40.00000 4000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0580 631.32 60.000 HR | 150.00000 9000.00| 175.00000 10500.00| 95.00000 5700.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0590 639.18 1.000 EA | 6400.00000 6400.00| 4500.00000 4500.00| 7000.00000 7000.00
FIELD OFFICE TYPE A | | |
0600 652.31 30.000 EA | 50.00000 1500.00| 65.00000 1950.00| 45.00000 1350.00
TYPE I BARRICADE | | |
0610 652.311 10.000 EA | 50.00000 500.00| 65.00000 650.00| 45.00000 450.00
TYPE II BARRICADE | | |
0620 652.33 180.000 EA | 65.00000 11700.00| 55.00000 9900.00| 45.00000 8100.00
DRUM | | |
0630 652.34 210.000 EA | 13.00000 2730.00| 15.00000 3150.00| 14.00000 2940.00
CONE | | |
0640 652.35 207.000 M2 | 110.00000 22770.00| 70.00000 14490.00| 80.00000 16560.00
CONSTRUCTION SIGNS | | |
0650 652.36 120.000 CD | 125.00000 15000.00| 125.00000 15000.00| 130.00000 15600.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0660 652.38 3500.000 MH | 15.50000 54250.00| 14.50000 50750.00| 13.00000 45500.00
FLAGGER | | |
0670 656.75 LUMP| 26500.00000 26500.00| 12000.00000 12000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0680 659.10 LUMP| 86000.00000 86000.00| 74600.00000 74600.00| 125000.00000 125000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,648,899.36| $ 1,664,601.89| $ 1,686,403.78
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,648,899.36| $ 1,664,601.89| $ 1,686,403.78
====================================================================================================================================
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 5
LOCATION : MEXICO TABULATION OF BIDS
PERU
RUMFORD CONTRACT ID : 010711.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|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 1.000 EA | 625.00000 625.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 150.00000 150.00| |
REMOVING STUMP | | |
0030 202.202 3165.000 M2 | 6.50000 20572.50| |
REMOVING PAVEMENT SURFACE | | |
0040 202.203 1317.000 M2 | 11.25000 14816.25| |
PAVEMENT BUTT JOINTS | | |
0050 203.202 1027.000 M | 12.00000 12324.00| |
INSLOPE EXCAVATION | | |
0060 203.2026 700.000 M | 18.00000 12600.00| |
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0070 203.203 2169.000 M | 14.00000 30366.00| |
DITCH EXCAVATION | | |
0080 204.41 19691.000 M2 | 5.85000 115192.35| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0090 304.103 85.000 M3 | 28.00000 2380.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 403.209 500.000 MG | 125.00000 62500.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 8865.000 MG | 36.00000 319140.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.211 9045.000 MG | 36.00000 325620.00| |
HOT MIX ASPHALT (SHIM) | | |
0130 409.15 16010.000 L | 1.00000 16010.00| |
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 85.000 M3 | 56.00000 4760.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 603.16 96.000 M | 115.00000 11040.00| |
375 MM CULVERT PIPE OPTION I | | |
0160 603.169 42.000 M | 275.00000 11550.00| |
375 MM CULVERT PIPE OPTION III | | |
0170 603.17 35.500 M | 120.00000 4260.00| |
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 6
LOCATION : MEXICO TABULATION OF BIDS
PERU
RUMFORD CONTRACT ID : 010711.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 603.179 38.000 M | 300.00000 11400.00| |
450 MM CULVERT PIPE OPTION III | | |
0190 603.199 38.000 M | 340.00000 12920.00| |
600 MM CULVERT PIPE OPTION III | | |
0200 604.092 2.000 EA | 1900.00000 3800.00| |
CATCH BASIN TYPE B1-C | | |
0210 604.11 1.000 EA | 1800.00000 1800.00| |
CATCH BASIN TYPE C1 | | |
0220 604.161 50.000 EA | 590.00000 29500.00| |
ALTERING CATCH BASIN | | |
0230 604.164 1.000 EA | 1500.00000 1500.00| |
REBUILDING CATCH BASIN | | |
0240 604.18 48.000 EA | 390.00000 18720.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0250 604.182 83.000 EA | 165.00000 13695.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0260 605.09 151.000 M | 72.00000 10872.00| |
150 MM UNDERDRAIN TYPE B | | |
0270 605.10 6.000 M | 90.00000 540.00| |
150 MM UNDERDRAIN OUTLET | | |
0280 606.17 2740.000 M | 35.00000 95900.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0290 606.1732 2.000 EA | 875.00000 1750.00| |
BRIDGE CONNECTION TYPE 2 | | |
0300 606.22 430.430 M | 40.00000 17217.20| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0310 606.23 465.000 M | 35.00000 16275.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0320 606.232 8.000 M | 40.00000 320.00| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0330 606.265 59.000 EA | 60.00000 3540.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 109.000 EA | 31.00000 3379.00| |
GUARDRAIL DELINEATOR POST | | |
0350 606.357 57.000 M | 17.50000 997.50| |
GUARDRAIL, MODIFY, TYPE 3B | | |
0360 606.36 199.000 M | 17.50000 3482.50| |
GUARDRAIL REMOVED AND RESET | | |
0370 606.754 2.000 EA | 1350.00000 2700.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 7
LOCATION : MEXICO TABULATION OF BIDS
PERU
RUMFORD CONTRACT ID : 010711.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.76 4.000 EA | 1700.00000 6800.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0390 606.79 2.000 EA | 2300.00000 4600.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0400 609.11 102.700 M | 70.00000 7189.00| |
VERTICAL CURB TYPE 1 | | |
0410 609.234 51.000 EA | 95.00000 4845.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0420 609.237 54.000 EA | 150.00000 8100.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0430 609.31 4307.000 M | 16.00000 68912.00| |
CURB TYPE 3 | | |
0440 609.38 2594.300 M | 28.00000 72640.40| |
RESET CURB TYPE 1 | | |
0450 610.08 177.000 M3 | 110.00000 19470.00| |
PLAIN RIPRAP | | |
0460 613.319 5290.000 M2 | 2.25000 11902.50| |
EROSION CONTROL BLANKET | | |
0470 618.1401 150.000 UN | 14.00000 2100.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 150.000 UN | 8.00000 1200.00| |
MULCH - PLAN QUANTITY | | |
0490 620.58 430.000 M2 | 3.25000 1397.50| |
EROSION CONTROL GEOTEXTILE | | |
0500 627.711 13957.000 M | 0.40000 5582.80| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0510 627.76 LUMP| 8000.00000 8000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0520 629.05 40.000 MH | 22.00000 880.00| |
HAND LABOR, STRAIGHT TIME | | |
0530 631.10 20.000 HR | 30.00000 600.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0540 631.11 20.000 HR | 30.00000 600.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0550 631.12 50.000 HR | 100.00000 5000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.14 20.000 HR | 100.00000 2000.00| |
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 8
LOCATION : MEXICO TABULATION OF BIDS
PERU
RUMFORD CONTRACT ID : 010711.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 631.172 100.000 HR | 45.00000 4500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0580 631.32 60.000 HR | 175.00000 10500.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0590 639.18 1.000 EA | 5500.00000 5500.00| |
FIELD OFFICE TYPE A | | |
0600 652.31 30.000 EA | 55.00000 1650.00| |
TYPE I BARRICADE | | |
0610 652.311 10.000 EA | 65.00000 650.00| |
TYPE II BARRICADE | | |
0620 652.33 180.000 EA | 70.00000 12600.00| |
DRUM | | |
0630 652.34 210.000 EA | 20.00000 4200.00| |
CONE | | |
0640 652.35 207.000 M2 | 65.00000 13455.00| |
CONSTRUCTION SIGNS | | |
0650 652.36 120.000 CD | 50.00000 6000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0660 652.38 3500.000 MH | 15.00000 52500.00| |
FLAGGER | | |
0670 656.75 LUMP| 10000.00000 10000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0680 659.10 LUMP| 125000.00000 125000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,692,588.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,692,588.50| $ 0.00| $
====================================================================================================================================