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LETTING DATE : 04/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/04
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008473.00 COMPLETION DATE : 12/30/05
=========
PROJECT(S): STP-8473(00)X LOCATION(S): HARRISON MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : RURAL HIGHWAY CONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 4,151,887.00 100.0000%
2 000403 PRATT & SONS INC. $ 4,411,713.25 106.2580%
3 000855 BRIDGECORP $ 5,146,602.32 123.9582%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000855
|C P M CONSTRUCTORS |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 1.100 HA | 10000.00000 11000.00| 20000.00000 22000.00| 40000.00000 44000.00
CLEARING | | |
0020 201.12 0.140 HA | 10000.00000 1400.00| 19500.00000 2730.00| 12000.00000 1680.00
SELECTIVE CLEARING AND THINNING | | |
0030 201.23 25.000 EA | 700.00000 17500.00| 650.00000 16250.00| 450.00000 11250.00
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 25.000 EA | 350.00000 8750.00| 160.00000 4000.00| 150.00000 3750.00
REMOVING STUMP | | |
0050 202.123 115.000 LS | 1600.00000 1600.00| 3600.00000 3600.00| 3510.00000 3510.00
SCARIFYING CONCRETE DEC-TOP | | |
0060 202.15 7.000 EA | 500.00000 3500.00| 600.00000 4200.00| 400.00000 2800.00
REMOVING MANHOLE OR CATCH BASIN | | |
0070 202.19 18.000 LS | 10000.00000 10000.00| 25800.00000 25800.00| 21875.00000 21875.00
REMOVING EXISTING BRIDGE | | |
0080 203.20 33220.000 M3 | 11.00000 365420.00| 12.00000 398640.00| 16.00000 531520.00
COMMON EXCAVATION | | |
0090 203.2312 LUMP| 10000.00000 10000.00| 2750.00000 2750.00| 5000.00000 5000.00
HEALTH AND SAFETY PLAN | | |
0100 203.2333 50.000 MG | 200.00000 10000.00| 190.00000 9500.00| 90.00000 4500.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0110 203.25 50.000 M3 | 20.00000 1000.00| 28.00000 1400.00| 25.00000 1250.00
GRANULAR BORROW | | |
0120 206.061 50.000 M3 | 70.00000 3500.00| 22.00000 1100.00| 25.00000 1250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 04/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/04
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008473.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000855
|C P M CONSTRUCTORS |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 304.10 22600.000 M3 | 26.00000 587600.00| 28.00000 632800.00| 32.00000 723200.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 310.23 33500.000 M2 | 7.00000 234500.00| 8.00000 268000.00| 6.90000 231150.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0150 403.207 4900.000 MG | 52.00000 254800.00| 51.20000 250880.00| 51.20000 250880.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0160 403.208 3850.000 MG | 52.00000 200200.00| 51.20000 197120.00| 51.20000 197120.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0170 403.209 1030.000 MG | 115.00000 118450.00| 110.25000 113557.50| 135.00000 139050.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0180 409.15 6000.000 L | 1.50000 9000.00| 1.30000 7800.00| 1.30000 7800.00
BITUMINOUS TACK COAT APPLIED | | |
0190 502.44 21.000 M3 | 500.00000 10500.00| 490.00000 10290.00| 480.00000 10080.00
STRUCTURAL CONCRETE WEARING SURFACE ON | | |
BRIDGES | | |
0200 503.12 183.000 KG | 2.00000 366.00| 1.85000 338.55| 1.80000 329.40
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 183.000 KG | 5.00000 915.00| 5.20000 951.60| 5.00000 915.00
REINFORCING STEEL, PLACING | | |
0220 515.21 200.000 LS | 1000.00000 1000.00| 2700.00000 2700.00| 2600.00000 2600.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0230 525.325 43.000 M2 | 400.00000 17200.00| 185.00000 7955.00| 300.00000 12900.00
DRY-LAID STONE RETAINING WALL | | |
0240 525.62 180.000 M2 | 60.00000 10800.00| 160.00000 28800.00| 300.00000 54000.00
BOULDER RETAINING WALL | | |
0250 526.323 27.000 LS | 15000.00000 15000.00| 30000.00000 30000.00| 28350.00000 28350.00
TEXAS CLASSIC RAIL | | |
0260 534.71 40.000 LS | 50000.00000 50000.00| 13000.00000 13000.00| 13000.00000 13000.00
PRECAST CONCRETE BOX CULVERT | | |
0270 603.159 32.000 M | 325.00000 10400.00| 125.00000 4000.00| 300.00000 9600.00
300 MM CULVERT PIPE OPTION III | | |
0280 603.16 19.400 M | 175.00000 3395.00| 60.00000 1164.00| 90.00000 1746.00
375 MM CULVERT PIPE OPTION I | | |
0290 603.169 38.000 M | 200.00000 7600.00| 93.00000 3534.00| 110.00000 4180.00
375 MM CULVERT PIPE OPTION III | | |
0300 603.17 10.800 M | 350.00000 3780.00| 79.00000 853.20| 100.00000 1080.00
450 MM CULVERT PIPE OPTION I | | |
0310 603.179 195.000 M | 330.00000 64350.00| 217.00000 42315.00| 325.00000 63375.00
450 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 04/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/04
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008473.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000855
|C P M CONSTRUCTORS |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 603.189 10.000 M | 250.00000 2500.00| 95.00000 950.00| 115.00000 1150.00
525 MM CULVERT PIPE OPTION III | | |
0330 603.19 26.000 M | 250.00000 6500.00| 117.00000 3042.00| 80.00000 2080.00
600 MM CULVERT PIPE OPTION I | | |
0340 603.199 128.000 M | 330.00000 42240.00| 231.00000 29568.00| 335.00000 42880.00
600 MM CULVERT PIPE OPTION III | | |
0350 603.209 176.000 M | 450.00000 79200.00| 280.00000 49280.00| 375.00000 66000.00
750 MM CULVERT PIPE OPTION III | | |
0360 603.219 48.000 M | 450.00000 21600.00| 478.00000 22944.00| 420.00000 20160.00
900 MM CULVERT PIPE OPTION III | | |
0370 603.2191 18.000 M | 700.00000 12600.00| 628.00000 11304.00| 781.00000 14058.00
LINER FOR 900 MM CULVERT PIPE | | |
0380 603.229 25.000 M | 400.00000 10000.00| 445.00000 11125.00| 385.00000 9625.00
1050 MM CULVERT PIPE OPTION III | | |
0390 604.072 44.000 EA | 2500.00000 110000.00| 2750.00000 121000.00| 2900.00000 127600.00
CATCH BASIN TYPE A1-C | | |
0400 604.092 17.000 EA | 2500.00000 42500.00| 2450.00000 41650.00| 2600.00000 44200.00
CATCH BASIN TYPE B1-C | | |
0410 604.15 4.000 EA | 2500.00000 10000.00| 3500.00000 14000.00| 3100.00000 12400.00
MANHOLE | | |
0420 604.30 17.000 EA | 2500.00000 42500.00| 2100.00000 35700.00| 1600.00000 27200.00
SPECIAL CATCH BASIN | | |
0430 605.09 2510.000 M | 55.00000 138050.00| 102.00000 256020.00| 95.00000 238450.00
150 MM UNDERDRAIN TYPE B | | |
0440 605.10 156.000 M | 50.00000 7800.00| 83.00000 12948.00| 95.00000 14820.00
150 MM UNDERDRAIN OUTLET | | |
0450 605.11 380.000 M | 125.00000 47500.00| 148.00000 56240.00| 120.00000 45600.00
300 MM UNDERDRAIN TYPE C | | |
0460 605.12 295.000 M | 130.00000 38350.00| 177.00000 52215.00| 140.00000 41300.00
375 MM UNDERDRAIN TYPE C | | |
0470 605.13 255.000 M | 140.00000 35700.00| 180.00000 45900.00| 155.00000 39525.00
450 MM UNDERDRAIN TYPE C | | |
0480 605.15 118.000 M | 140.00000 16520.00| 182.00000 21476.00| 185.00000 21830.00
600 MM UNDERDRAIN TYPE C | | |
0490 605.17 118.000 M | 160.00000 18880.00| 183.00000 21594.00| 310.00000 36580.00
750 MM UNDERDRAIN TYPE C | | |
0500 606.151 1644.000 M | 54.00000 88776.00| 52.00000 85488.00| 50.49000 83005.56
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0510 606.231 18.000 M | 90.00000 1620.00| 53.00000 954.00| 51.02000 918.36
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
LETTING DATE : 04/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/04
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008473.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000855
|C P M CONSTRUCTORS |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 606.25 4.000 EA | 135.00000 540.00| 205.00000 820.00| 200.00000 800.00
TERMINAL CONNECTOR | | |
0530 606.259 54.000 EA | 1000.00000 54000.00| 920.00000 49680.00| 900.00000 48600.00
ANCHORAGE ASSEMBLY | | |
0540 606.265 4.000 EA | 26.00000 104.00| 50.00000 200.00| 50.00000 200.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0550 606.35 28.000 EA | 27.00000 756.00| 26.00000 728.00| 25.00000 700.00
GUARDRAIL DELINEATOR POST | | |
0560 606.363 585.000 M | 6.00000 3510.00| 8.40000 4914.00| 8.20000 4797.00
GUARDRAIL REMOVE AND DISPOSE | | |
0570 606.47 25.000 EA | 45.00000 1125.00| 36.00000 900.00| 35.00000 875.00
SINGLE WOOD POST | | |
0580 606.79 8.000 EA | 2000.00000 16000.00| 1950.00000 15600.00| 1900.00000 15200.00
GUARDRAIL 350 FLARED TERMINAL | | |
0590 607.24 44.000 M | 60.00000 2640.00| 84.00000 3696.00| 82.00000 3608.00
REMOVE AND RESET FENCE | | |
0600 608.08 1840.000 M2 | 35.00000 64400.00| 60.00000 110400.00| 60.00000 110400.00
REINFORCED CONCRETE SIDEWALK | | |
0610 608.253 21.000 M2 | 150.00000 3150.00| 300.00000 6300.00| 175.00000 3675.00
MASONRY PAVER WITH TRUNCATED DOME | | |
0620 608.45 16.000 M2 | 45.00000 720.00| 32.00000 512.00| 23.00000 368.00
CONSTRUCTING SIDEWALK | | |
0630 609.11 1460.000 M | 70.00000 102200.00| 50.00000 73000.00| 60.00000 87600.00
VERTICAL CURB TYPE 1 | | |
0640 609.12 210.000 M | 90.00000 18900.00| 72.00000 15120.00| 80.00000 16800.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0650 609.234 79.000 EA | 140.00000 11060.00| 111.00000 8769.00| 140.00000 11060.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0660 609.237 69.000 EA | 210.00000 14490.00| 153.00000 10557.00| 200.00000 13800.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0670 609.31 1020.000 M | 15.00000 15300.00| 22.40000 22848.00| 20.00000 20400.00
CURB TYPE 3 | | |
0680 609.34 21.000 M | 75.00000 1575.00| 55.00000 1155.00| 70.00000 1470.00
CURB TYPE 5 | | |
0690 610.08 450.000 M3 | 60.00000 27000.00| 50.00000 22500.00| 70.00000 31500.00
PLAIN RIPRAP | | |
0700 610.16 120.000 M3 | 60.00000 7200.00| 65.00000 7800.00| 60.00000 7200.00
HEAVY RIPRAP | | |
0710 610.18 325.000 M3 | 75.00000 24375.00| 50.00000 16250.00| 80.00000 26000.00
STONE DITCH PROTECTION | | |
LETTING DATE : 04/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/04
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008473.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000855
|C P M CONSTRUCTORS |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0720 613.319 1500.000 M2 | 2.50000 3750.00| 1.50000 2250.00| 3.00000 4500.00
EROSION CONTROL BLANKET | | |
0730 615.07 1750.000 M3 | 40.00000 70000.00| 41.00000 71750.00| 50.00000 87500.00
LOAM | | |
0740 618.1301 76.000 UN | 20.00000 1520.00| 19.50000 1482.00| 14.00000 1064.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0750 618.1401 44.000 UN | 20.00000 880.00| 20.50000 902.00| 14.00000 616.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0760 618.143 148.000 UN | 20.00000 2960.00| 20.50000 3034.00| 90.00000 13320.00
SPECIAL SEED MIX: HARRISON WOODY SEED | | |
0770 619.1201 254.000 UN | 10.00000 2540.00| 9.50000 2413.00| 6.50000 1651.00
MULCH - PLAN QUANTITY | | |
0780 619.1401 650.000 M3 | 40.00000 26000.00| 48.00000 31200.00| 60.00000 39000.00
EROSION CONTROL MIX | | |
0790 620.58 1200.000 M2 | 3.00000 3600.00| 1.90000 2280.00| 4.00000 4800.00
EROSION CONTROL GEOTEXTILE | | |
0800 621.019 18.000 EA | 35.00000 630.00| 60.00000 1080.00| 20.00000 360.00
EVERGREEN TREES (600 MM - 900 MM) GROUP | | |
A | | |
0810 621.025 12.000 EA | 53.00000 636.00| 94.00000 1128.00| 38.00000 456.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0820 621.026 13.000 EA | 65.00000 845.00| 86.00000 1118.00| 48.00000 624.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0830 621.031 3.000 EA | 76.00000 228.00| 116.00000 348.00| 54.00000 162.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0840 621.032 18.000 EA | 69.00000 1242.00| 93.00000 1674.00| 109.00000 1962.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0850 621.038 3.000 EA | 123.00000 369.00| 160.00000 480.00| 110.00000 330.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
0860 621.045 1.000 EA | 278.00000 278.00| 225.00000 225.00| 190.00000 190.00
EVERGREEN TREES (1800 MM - 2400 MM) | | |
GROUP C | | |
0870 621.101 1152.000 EA | 6.25000 7200.00| 5.20000 5990.40| 5.00000 5760.00
PLUG/ STARTER PLANT | | |
0880 621.196 24.000 EA | 223.00000 5352.00| 226.00000 5424.00| 201.00000 4824.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
LETTING DATE : 04/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/04
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008473.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000855
|C P M CONSTRUCTORS |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 621.273 20.000 EA | 305.00000 6100.00| 360.00000 7200.00| 314.00000 6280.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0900 621.388 12.000 EA | 33.00000 396.00| 58.00000 696.00| 39.00000 468.00
DWARF EVERGREENS (300 MM - 375 MM) | | |
0910 621.531 126.000 EA | 25.00000 3150.00| 47.00000 5922.00| 26.00000 3276.00
DECIDUOUS SHRUBS (300 MM - 450 MM | | |
CALIBER) GROUP A | | |
0920 621.54 78.000 EA | 28.00000 2184.00| 50.00000 3900.00| 48.00000 3744.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0930 621.546 30.000 EA | 30.00000 900.00| 54.00000 1620.00| 20.00000 600.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0940 621.547 12.000 EA | 35.00000 420.00| 54.00000 648.00| 31.00000 372.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0950 621.558 12.000 EA | 70.00000 840.00| 60.00000 720.00| 129.00000 1548.00
DECIDUOUS SHRUBS (1200 MM - 1500 MM) | | |
GROUP A | | |
0960 621.71 180.000 EA | 14.00000 2520.00| 11.50000 2070.00| 12.50000 2250.00
HERBACEOUS PERENNIALS GROUP A | | |
0970 621.711 120.000 EA | 13.00000 1560.00| 11.50000 1380.00| 11.00000 1320.00
HERBACEOUS PERENNIALS GROUP B | | |
0980 621.80 LUMP| 5000.00000 5000.00| 2400.00000 2400.00| 9000.00000 9000.00
ESTABLISHMENT PERIOD | | |
0990 627.711 13900.000 M | 0.40000 5560.00| 0.55000 7645.00| 0.60000 8340.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
1000 627.75 150.000 M2 | 13.00000 1950.00| 14.00000 2100.00| 13.50000 2025.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1010 627.76 LUMP| 1000.00000 1000.00| 6500.00000 6500.00| 6000.00000 6000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
1020 627.811 400.000 EA | 5.00000 2000.00| 2.80000 1120.00| 0.65000 260.00
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
1030 629.05 105.000 HR | 25.00000 2625.00| 34.00000 3570.00| 20.00000 2100.00
HAND LABOR, STRAIGHT TIME | | |
1040 631.10 20.000 HR | 35.00000 700.00| 37.00000 740.00| 25.00000 500.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 04/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/04
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008473.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000855
|C P M CONSTRUCTORS |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1050 631.11 20.000 HR | 40.00000 800.00| 37.00000 740.00| 25.00000 500.00
AIR TOOL (INCLUDING OPERATOR) | | |
1060 631.12 55.000 HR | 75.00000 4125.00| 96.00000 5280.00| 120.00000 6600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1070 631.13 50.000 HR | 65.00000 3250.00| 64.00000 3200.00| 80.00000 4000.00
BULLDOZER (INCLUDING OPERATOR) | | |
1080 631.14 40.000 HR | 100.00000 4000.00| 175.00000 7000.00| 120.00000 4800.00
GRADER (INCLUDING OPERATOR) | | |
1090 631.172 58.000 HR | 40.00000 2320.00| 46.00000 2668.00| 50.00000 2900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1100 631.18 20.000 HR | 35.00000 700.00| 37.00000 740.00| 25.00000 500.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1110 631.20 20.000 HR | 150.00000 3000.00| 100.00000 2000.00| 125.00000 2500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1120 631.22 40.000 HR | 55.00000 2200.00| 85.00000 3400.00| 90.00000 3600.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
1130 637.071 LUMP| 11000.00000 11000.00| 14000.00000 14000.00| 25000.00000 25000.00
DUST CONTROL | | |
1140 639.18 1.000 EA | 18000.00000 18000.00| 14000.00000 14000.00| 13000.00000 13000.00
FIELD OFFICE TYPE A | | |
1150 652.30 2.000 EA | 3500.00000 7000.00| 6000.00000 12000.00| 4000.00000 8000.00
FLASHING ARROW BOARD | | |
1160 652.31 60.000 EA | 60.00000 3600.00| 54.00000 3240.00| 20.00000 1200.00
TYPE I BARRICADE | | |
1170 652.311 20.000 EA | 30.00000 600.00| 54.00000 1080.00| 25.00000 500.00
TYPE II BARRICADE | | |
1180 652.33 100.000 EA | 40.00000 4000.00| 70.00000 7000.00| 60.00000 6000.00
DRUM | | |
1190 652.34 200.000 EA | 20.00000 4000.00| 17.00000 3400.00| 20.00000 4000.00
CONE | | |
1200 652.35 400.000 M2 | 6.00000 2400.00| 104.00000 41600.00| 50.00000 20000.00
CONSTRUCTION SIGNS | | |
1210 652.361 300.000 LS | 110000.00000 110000.00| 59000.00000 59000.00| 25000.00000 25000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1220 652.37 2.000 GP | 3000.00000 6000.00| 2300.00000 4600.00| 3000.00000 6000.00
WARNING LIGHTS | | |
1230 652.38 7500.000 HR | 15.00000 112500.00| 14.50000 108750.00| 16.00000 120000.00
FLAGGER | | |
1240 652.41 2.000 EA | 20000.00000 40000.00| 29000.00000 58000.00| 8000.00000 16000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
LETTING DATE : 04/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/04
PAGE : 8
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008473.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000855
|C P M CONSTRUCTORS |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1250 656.75 LUMP| 35000.00000 35000.00| 18000.00000 18000.00| 25000.00000 25000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1260 659.10 LUMP| 425000.00000 425000.00| 477600.00000 477600.00| 952000.00000 952000.00
MOBILIZATION | | |
1270 660.21 3000.000 HR | 0.01000 30.00| 2.00000 6000.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
1280 823.011 4.000 EA | 250.00000 1000.00| 250.00000 1000.00| 250.00000 1000.00
GATE VALVE BOX, INSTALL ONLY | | |
1290 823.332 17.000 EA | 60.00000 1020.00| 190.00000 3230.00| 125.00000 2125.00
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 4,151,887.00| $ 4,411,713.25| $ 5,146,602.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,151,887.00| $ 4,411,713.25| $ 5,146,602.32
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