Skip Maine state header navigation
LETTING DATBH-012P(44)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
COMPLETION DATE : 11/15/02
PROJECT(S): BH-012P(43)X COUNTIE(S) : YORK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENTS ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 5,220,098.70 100.0000%
2 000164 C P M CONSTRUCTORS $ 5,260,059.00 100.7655%
3 000768 MOORES MARINE CONSTRUCTION, CORP. $ 5,462,885.14 104.6510%
4 000416 T BUCK CONSTRUCTION INC. $ 6,162,249.40 118.0485%
5 000008 CIANBRO CORPORATION $ 6,827,924.70 130.8007%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000768
|REED & REED INC. |C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 35000.00000 35000.00| 5000.00000 5000.00| 57788.00000 57788.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0030 201.23 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 1187.00000 2374.00
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 2.000 EA | 500.00000 1000.00| 500.00000 1000.00| 594.00000 1188.00
REMOVING STUMP | | |
0050 202.08 LUMP| 35000.00000 35000.00| 75000.00000 75000.00| 41087.00000 41087.00
REMOVING BUILDING NO.: 1 Gas Station | | |
0060 202.08 LUMP| 14000.00000 14000.00| 50000.00000 50000.00| 16205.00000 16205.00
REMOVING BUILDING NO.: 2 | | |
0070 202.11 500.000 M2 | 30.00000 15000.00| 33.00000 16500.00| 35.62000 17810.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0080 202.121 12.000 LS | 3500.00000 3500.00| 10000.00000 10000.00| 16292.00000 16292.00
REMOVING EXISTING CONCRETE | | |
0090 202.128 77.000 LS | 4000.00000 4000.00| 10000.00000 10000.00| 7836.00000 7836.00
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0100 202.14 13.000 M | 160.00000 2080.00| 100.00000 1300.00| 543.00000 7059.00
REMOVING EXISTING RAILINGS (PROPERTY OF | | |
CONTRACTOR) | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000768
|REED & REED INC. |C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 202.19 222.000 LS | 30000.00000 30000.00| 35000.00000 35000.00| 80390.00000 80390.00
REMOVING EXISTING BRIDGE Canal Bridge | | |
0120 202.19 568.000 LS | 185000.00000 185000.00| 160000.00000 160000.00| 209667.00000 209667.00
REMOVING EXISTING BRIDGE KEZAR FALLS | | |
0130 203.20 5400.000 M3 | 19.00000 102600.00| 20.00000 108000.00| 22.28000 120312.00
COMMON EXCAVATION | | |
0140 203.231 2600.000 M3 | 16.00000 41600.00| 18.00000 46800.00| 19.00000 49400.00
DISPOSAL OF RIVERBED EXCAVATION | | |
0150 203.2312 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 8904.00000 8904.00
HEALTH AND SAFETY PLAN | | |
0160 203.233 50.000 M3 | 175.00000 8750.00| 175.00000 8750.00| 202.00000 10100.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0170 203.25 2040.000 M3 | 15.00000 30600.00| 17.00000 34680.00| 17.81000 36332.40
GRANULAR BORROW | | |
0180 206.061 50.000 M3 | 14.00000 700.00| 20.00000 1000.00| 17.00000 850.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0190 206.082 3300.000 M3 | 16.00000 52800.00| 40.00000 132000.00| 16.56000 54648.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0200 206.10 610.000 M3 | 35.00000 21350.00| 75.00000 45750.00| 34.53000 21063.30
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0210 304.10 3700.000 M3 | 20.00000 74000.00| 21.00000 77700.00| 23.15000 85655.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0220 403.207 2000.000 MG | 50.00000 100000.00| 52.00000 104000.00| 59.36000 118720.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0230 403.208 775.000 MG | 52.00000 40300.00| 57.00000 44175.00| 65.30000 50607.50
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0240 403.209 51.000 MG | 106.00000 5406.00| 110.00000 5610.00| 131.00000 6681.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0250 409.15 592.000 L | 1.35000 799.20| 1.25000 740.00| 1.48000 876.16
BITUMINOUS TACK COAT APPLIED | | |
0260 420.41 LUMP| 7500.00000 7500.00| 2500.00000 2500.00| 5048.00000 5048.00
ULTRA THIN BONDED WHITETOPPING | | |
0270 502.219 881.000 LS | 450000.00000 450000.00| 430000.00000 430000.00| 420004.00000 420004.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0280 502.22 1310.000 M3 | 175.00000 229250.00| 135.00000 176850.00| 190.22000 249188.20
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000768
|REED & REED INC. |C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 502.239 228.000 LS | 100000.00000 100000.00| 125000.00000 125000.00| 117323.00000 117323.00
STRUCTURAL CONCRETE PIERS | | |
0300 502.24 281.000 M3 | 175.00000 49175.00| 140.00000 39340.00| 151.33000 42523.73
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
0310 502.25 10.000 LS | 12000.00000 12000.00| 10000.00000 10000.00| 9689.00000 9689.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0320 502.26 410.000 LS | 300000.00000 300000.00| 260000.00000 260000.00| 268165.00000 268165.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0330 502.31 53.000 LS | 15000.00000 15000.00| 17000.00000 17000.00| 14155.00000 14155.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0340 502.44 60.000 M3 | 1000.00000 60000.00| 835.00000 50100.00| 1705.00000 102300.00
STRUCTURAL CONCRETE WEARING SURFACE ON | | |
BRIDGES | | |
0350 502.49 8.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| 3474.00000 3474.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0360 503.12 104200.000 KG | 0.75000 78150.00| 0.70000 72940.00| 0.65000 67730.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0370 503.13 104200.000 KG | 0.75000 78150.00| 0.65000 67730.00| 0.88000 91696.00
REINFORCING STEEL, PLACING | | |
0380 504.702 453000.000 LS | 950000.00000 950000.00| 875000.00000 875000.00| 1123468.00000 1123468.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0390 504.71 453000.000 LS | 150000.00000 150000.00| 205000.00000 205000.00| 99620.00000 99620.00
STRUCTURAL STEEL ERECTION | | |
0400 505.08 3096.000 LS | 7000.00000 7000.00| 5800.00000 5800.00| 5882.00000 5882.00
SHEAR CONNECTORS | | |
0410 507.0811 126.000 LS | 40000.00000 40000.00| 47000.00000 47000.00| 38826.00000 38826.00
STEEL BRIDGE RAILING, 2 BAR | | |
0420 507.0831 92.000 LS | 45000.00000 45000.00| 56000.00000 56000.00| 42863.00000 42863.00
STEEL BRIDGE RAILING, 4 BAR | | |
0430 510.11 LUMP| 10000.00000 10000.00| 22000.00000 22000.00| 12180.00000 12180.00
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0440 511.07 LUMP| 120000.00000 120000.00| 125000.00000 125000.00| 140807.00000 140807.00
COFFERDAM: Abutment #1 Canal Bridge | | |
0450 511.07 LUMP| 90000.00000 90000.00| 1.00000 1.00| 69426.00000 69426.00
COFFERDAM: Abutment #1 Kezar Falls | | |
Bridge | | |
0460 511.07 LUMP| 100000.00000 100000.00| 115000.00000 115000.00| 102680.00000 102680.00
COFFERDAM: Abutment #2, Canal Bridge | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000768
|REED & REED INC. |C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 511.07 LUMP| 110000.00000 110000.00| 115000.00000 115000.00| 116033.00000 116033.00
COFFERDAM: Abutment #2, Kezar Falls | | |
Bridg | | |
0480 511.07 LUMP| 100000.00000 100000.00| 150000.00000 150000.00| 159041.00000 159041.00
COFFERDAM: Pier, Kezar Falls Bridge | | |
0490 512.081 185.000 LS | 6000.00000 6000.00| 10000.00000 10000.00| 6589.00000 6589.00
FRENCH DRAINS | | |
0500 514.06 2.000 EA | 1200.00000 2400.00| 750.00000 1500.00| 1810.00000 3620.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0510 515.20 740.000 M2 | 4.00000 2960.00| 2.50000 1850.00| 1.48000 1095.20
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0520 520.21 2.000 EA | 18000.00000 36000.00| 15000.00000 30000.00| 11486.00000 22972.00
EXPANSION DEVICE - GLAND SEAL | | |
0530 523.08 16.000 EA | 4000.00000 64000.00| 4000.00000 64000.00| 1171.00000 18736.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0540 526.301 152.000 LS | 25000.00000 25000.00| 15000.00000 15000.00| 20252.00000 20252.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0550 526.34 6.000 EA | 2000.00000 12000.00| 1000.00000 6000.00| 1106.00000 6636.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0560 527.34 2.000 UN | 12000.00000 24000.00| 2000.00000 4000.00| 1638.00000 3276.00
WORK ZONE CRASH CUSHIONS | | |
0570 535.60 42.000 LS | 90000.00000 90000.00| 78000.00000 78000.00| 79168.00000 79168.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0580 603.169 64.000 M | 200.00000 12800.00| 200.00000 12800.00| 237.00000 15168.00
375 MM CULVERT PIPE OPTION III | | |
0590 603.199 125.000 M | 205.00000 25625.00| 205.00000 25625.00| 243.38000 30422.50
600 MM CULVERT PIPE OPTION III | | |
0600 604.072 15.000 EA | 2500.00000 37500.00| 2500.00000 37500.00| 2941.00000 44115.00
CATCH BASIN TYPE A1-C | | |
0610 604.092 1.000 EA | 2500.00000 2500.00| 2500.00000 2500.00| 2941.00000 2941.00
CATCH BASIN TYPE B1-C | | |
0620 604.248 1.000 EA | 1425.00000 1425.00| 1500.00000 1500.00| 1676.00000 1676.00
CATCH BASIN TYPE F6 | | |
0630 605.09 400.000 M | 120.00000 48000.00| 120.00000 48000.00| 142.46000 56984.00
150 MM UNDERDRAIN TYPE B | | |
0640 605.12 225.000 M | 135.00000 30375.00| 135.00000 30375.00| 158.17000 35588.25
375 MM UNDERDRAIN TYPE C | | |
0650 605.13 20.000 M | 140.00000 2800.00| 141.00000 2820.00| 167.00000 3340.00
450 MM UNDERDRAIN TYPE C | | |
0660 606.17 104.000 M | 62.00000 6448.00| 51.00000 5304.00| 60.42000 6283.68
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000768
|REED & REED INC. |C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 606.1721 6.000 EA | 1350.00000 8100.00| 1500.00000 9000.00| 1781.00000 10686.00
BRIDGE TRANSITION - TYPE 1 | | |
0680 606.265 4.000 EA | 70.00000 280.00| 60.00000 240.00| 71.00000 284.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0690 606.35 10.000 EA | 35.00000 350.00| 35.00000 350.00| 42.00000 420.00
GUARDRAIL DELINEATOR POST | | |
0700 606.369 40.000 M | 7.00000 280.00| 27.00000 1080.00| 31.00000 1240.00
GUARDRAIL REMOVED AND STACKED | | |
0710 606.76 1.000 EA | 2000.00000 2000.00| 1900.00000 1900.00| 2256.00000 2256.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0720 607.16 12.000 M | 105.00000 1260.00| 100.00000 1200.00| 117.00000 1404.00
CHAIN LINK FENCE - 1.2 METER | | |
0730 607.17 18.000 M | 101.00000 1818.00| 115.00000 2070.00| 136.00000 2448.00
CHAIN LINK FENCE - 1.8 METER | | |
0740 607.294 5.000 EA | 100.00000 500.00| 100.00000 500.00| 119.00000 595.00
BARRIER BOULDERS | | |
0750 608.08 672.000 M2 | 40.00000 26880.00| 34.00000 22848.00| 32.70000 21974.40
REINFORCED CONCRETE SIDEWALK | | |
0760 609.11 400.000 M | 90.00000 36000.00| 90.00000 36000.00| 89.04000 35616.00
VERTICAL CURB TYPE 1 | | |
0770 609.12 110.000 M | 120.00000 13200.00| 120.00000 13200.00| 130.59000 14364.90
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0780 609.234 3.000 EA | 180.00000 540.00| 180.00000 540.00| 214.00000 642.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0790 609.237 33.000 EA | 205.00000 6765.00| 205.00000 6765.00| 261.00000 8613.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0800 609.34 45.000 M | 170.00000 7650.00| 170.00000 7650.00| 78.00000 3510.00
CURB TYPE 5 | | |
0810 609.35 1.200 M | 220.00000 264.00| 220.00000 264.00| 267.00000 320.40
CURB TYPE 5 - CIRCULAR | | |
0820 610.08 550.000 M3 | 50.00000 27500.00| 44.00000 24200.00| 46.62000 25641.00
PLAIN RIPRAP | | |
0830 613.319 240.000 M2 | 3.00000 720.00| 3.00000 720.00| 3.56000 854.40
TEMPORARY EROSION CONTROL BLANKET | | |
0840 615.07 150.000 M3 | 65.00000 9750.00| 65.00000 9750.00| 75.96000 11394.00
LOAM | | |
0850 617.381 50.000 M3 | 55.00000 2750.00| 56.00000 2800.00| 66.00000 3300.00
WOOD WASTE EROSION CONTROL MIX | | |
0860 618.1301 15.000 UN | 35.00000 525.00| 35.00000 525.00| 42.00000 630.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000768
|REED & REED INC. |C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 618.15 5.000 KG | 11.00000 55.00| 75.00000 375.00| 13.00000 65.00
TEMPORARY SEEDING | | |
0880 619.1201 20.000 UN | 35.00000 700.00| 35.00000 700.00| 42.00000 840.00
MULCH - PLAN QUANTITY | | |
0890 620.58 100.000 M2 | 5.00000 500.00| 5.00000 500.00| 5.94000 594.00
EROSION CONTROL GEOTEXTILE | | |
0900 621.032 4.000 EA | 175.00000 700.00| 175.00000 700.00| 208.00000 832.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B Picea abies (Norway Spruce) | | |
0910 621.273 1.000 EA | 40.00000 40.00| 450.00000 450.00| 534.00000 534.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A ACER RUBRUM | | |
'ARMSTRONG' RED MAPLE | | |
0920 621.273 3.000 EA | 450.00000 1350.00| 450.00000 1350.00| 534.00000 1602.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A TITLIA CORDATA | | |
'GLENLEVEN' LITTELEAF LIN | | |
0930 621.273 5.000 EA | 450.00000 2250.00| 450.00000 2250.00| 534.00000 2670.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A ZELKOVA SERRATA | | |
"VILLAGE GREEN" | | |
0940 621.511 20.000 EA | 45.00000 900.00| 45.00000 900.00| 53.00000 1060.00
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
Spiraea x bumalda 'Anthony Waterer' Brid| | |
0950 621.552 30.000 EA | 55.00000 1650.00| 55.00000 1650.00| 65.00000 1950.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A Forsythia suspensa (Weeping | | |
Forsythia) | | |
0960 626.11 1.000 EA | 550.00000 550.00| 550.00000 550.00| 653.00000 653.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0970 626.33 3.000 EA | 950.00000 2850.00| 950.00000 2850.00| 1128.00000 3384.00
750 MM FOUNDATION | | |
0980 627.618 32.000 M | 7.00000 224.00| 7.00000 224.00| 8.00000 256.00
300 MM SOLID WHITE PAVEMENT MARKING LIN | | |
0990 627.71 1150.000 M | 0.75000 862.50| 1.00000 1150.00| 0.78000 897.00
100 MM WHITE PAVEMENT MARKING LINE | | |
1000 627.73 560.000 M | 1.40000 784.00| 1.00000 560.00| 1.57000 879.20
100 MM YELLOW PAVEMENT MARKING LINE | | |
1010 627.75 34.000 M2 | 22.00000 748.00| 22.00000 748.00| 26.00000 884.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000768
|REED & REED INC. |C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1020 627.78 1650.000 M | 1.00000 1650.00| 1.00000 1650.00| 1.18000 1947.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1030 629.05 30.000 MH | 25.00000 750.00| 30.00000 900.00| 14.00000 420.00
HAND LABOR, STRAIGHT TIME | | |
1040 631.12 30.000 HR | 80.00000 2400.00| 85.00000 2550.00| 83.00000 2490.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1050 631.172 60.000 HR | 40.00000 2400.00| 45.00000 2700.00| 71.00000 4260.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1060 631.20 5.000 HR | 120.00000 600.00| 150.00000 750.00| 178.00000 890.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1070 631.32 20.000 HR | 150.00000 3000.00| 100.00000 2000.00| 178.00000 3560.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1080 634.16 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 23447.00000 23447.00
HIGHWAY LIGHTING | | |
1090 634.21 4.000 EA | 2100.00000 8400.00| 2100.00000 8400.00| 2493.00000 9972.00
CONVENTIONAL LIGHT STANDARD | | |
1100 637.071 LUMP| 26000.00000 26000.00| 5000.00000 5000.00| 30392.00000 30392.00
DUST CONTROL | | |
1110 638.01 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 8073.00000 8073.00
EMBEDDED WORK IN STRUCTURES | | |
1120 652.31 25.000 EA | 100.00000 2500.00| 55.00000 1375.00| 44.00000 1100.00
TYPE I BARRICADE | | |
1130 652.311 10.000 EA | 60.00000 600.00| 55.00000 550.00| 44.00000 440.00
TYPE II BARRICADE | | |
1140 652.33 25.000 EA | 60.00000 1500.00| 55.00000 1375.00| 73.00000 1825.00
DRUM | | |
1150 652.34 50.000 EA | 5.00000 250.00| 20.00000 1000.00| 67.00000 3350.00
CONE | | |
1160 652.35 100.000 M2 | 120.00000 12000.00| 120.00000 12000.00| 153.71000 15371.00
CONSTRUCTION SIGNS | | |
1170 652.361 1600.000 LS | 12000.00000 12000.00| 15000.00000 15000.00| 25870.00000 25870.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1180 652.38 6500.000 MH | 14.00000 91000.00| 10.00000 65000.00| 15.43000 100295.00
FLAGGER | | |
1190 658.20 35.000 M2 | 22.00000 770.00| 22.00000 770.00| 7.00000 245.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1200 659.10 LUMP| 375000.00000 375000.00| 500000.00000 500000.00| 254597.00000 254597.00
MOBILIZATION | | |
1210 660.21 4000.000 MH | 0.01000 40.00| 1.00000 4000.00| 2.37000 9480.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 5,076,698.70| $ 5,136,119.00| $ 5,344,147.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 NON-PART. WATER ITEMS
| | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000768
|REED & REED INC. |C P M CONSTRUCTORS |MOORES MARINE CONSTRUCTION, COR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1220 653.22 50.000 M2 | 18.00000 900.00| 15.00000 750.00| 18.00000 900.00
50 MM POLYSTYRENE PLASTIC INSULATION | | |
1230 822.33 10.000 M | 120.00000 1200.00| 105.00000 1050.00| 125.00000 1250.00
150 MM CLASS 52 DI PIPE | | |
1240 822.36 142.000 M | 250.00000 35500.00| 220.00000 31240.00| 254.38000 36121.96
300 MM CLASS 52 DI PIPE | | |
1250 822.361 104.000 M | 600.00000 62400.00| 550.00000 57200.00| 388.99000 40454.96
300 MM INSULATED CLASS 52 DUCTILE IRON | | |
PIPE BRIDGE CROSSING | | |
1260 823.31 3.000 EA | 1800.00000 5400.00| 1500.00000 4500.00| 1781.00000 5343.00
300 MM GATE VALVE | | |
1270 824.32 2.000 EA | 4000.00000 8000.00| 3600.00000 7200.00| 4274.00000 8548.00
REMOVE AND RESET HYDRANTS | | |
1280 825.43 10.000 M | 1500.00000 15000.00| 1100.00000 11000.00| 1306.00000 13060.00
25 MM COPPER SERVICE 25 MM | | |
1290 825.432 10.000 M | 1500.00000 15000.00| 1100.00000 11000.00| 1306.00000 13060.00
20 MM COPPER SERVICE | | |
SECTION TOTALS | $ 143,400.00| $ 123,940.00| $ 118,737.92
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,220,098.70| $ 5,260,059.00| $ 5,462,885.14
====================================================================================================================================
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 9
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000008 |( )
|T BUCK CONSTRUCTION INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 18000.00000 18000.00| 9000.00000 9000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0030 201.23 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 2.000 EA | 2000.00000 4000.00| 315.00000 630.00|
REMOVING STUMP | | |
0050 202.08 LUMP| 48600.00000 48600.00| 45000.00000 45000.00|
REMOVING BUILDING NO.: 1 Gas Station | | |
0060 202.08 LUMP| 17000.00000 17000.00| 15000.00000 15000.00|
REMOVING BUILDING NO.: 2 | | |
0070 202.11 500.000 M2 | 40.00000 20000.00| 40.00000 20000.00|
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0080 202.121 12.000 LS | 9000.00000 9000.00| 4800.00000 4800.00|
REMOVING EXISTING CONCRETE | | |
0090 202.128 77.000 LS | 6200.00000 6200.00| 3830.00000 3830.00|
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0100 202.14 13.000 M | 800.00000 10400.00| 385.00000 5005.00|
REMOVING EXISTING RAILINGS (PROPERTY OF | | |
CONTRACTOR) | | |
0110 202.19 222.000 LS | 335000.00000 335000.00| 95000.00000 95000.00|
REMOVING EXISTING BRIDGE Canal Bridge | | |
0120 202.19 568.000 LS | 25500.00000 25500.00| 150000.00000 150000.00|
REMOVING EXISTING BRIDGE KEZAR FALLS | | |
0130 203.20 5400.000 M3 | 18.75000 101250.00| 11.00000 59400.00|
COMMON EXCAVATION | | |
0140 203.231 2600.000 M3 | 16.85000 43810.00| 6.54000 17004.00|
DISPOSAL OF RIVERBED EXCAVATION | | |
0150 203.2312 LUMP| 5000.00000 5000.00| 4500.00000 4500.00|
HEALTH AND SAFETY PLAN | | |
0160 203.233 50.000 M3 | 170.00000 8500.00| 111.50000 5575.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0170 203.25 2040.000 M3 | 15.00000 30600.00| 40.00000 81600.00|
GRANULAR BORROW | | |
0180 206.061 50.000 M3 | 56.00000 2800.00| 14.00000 700.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0190 206.082 3300.000 M3 | 15.00000 49500.00| 60.00000 198000.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 10
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000008 |( )
|T BUCK CONSTRUCTION INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 206.10 610.000 M3 | 25.00000 15250.00| 60.00000 36600.00|
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0210 304.10 3700.000 M3 | 19.50000 72150.00| 25.20000 93240.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0220 403.207 2000.000 MG | 50.00000 100000.00| 50.00000 100000.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0230 403.208 775.000 MG | 55.00000 42625.00| 52.00000 40300.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0240 403.209 51.000 MG | 110.00000 5610.00| 105.50000 5380.50|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0250 409.15 592.000 L | 1.25000 740.00| 1.35000 799.20|
BITUMINOUS TACK COAT APPLIED | | |
0260 420.41 LUMP| 10000.00000 10000.00| 5000.00000 5000.00|
ULTRA THIN BONDED WHITETOPPING | | |
0270 502.219 881.000 LS | 507600.00000 507600.00| 630000.00000 630000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0280 502.22 1310.000 M3 | 214.00000 280340.00| 240.00000 314400.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
0290 502.239 228.000 LS | 95000.00000 95000.00| 145000.00000 145000.00|
STRUCTURAL CONCRETE PIERS | | |
0300 502.24 281.000 M3 | 228.00000 64068.00| 260.00000 73060.00|
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
0310 502.25 10.000 LS | 6500.00000 6500.00| 20000.00000 20000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0320 502.26 410.000 LS | 280000.00000 280000.00| 250000.00000 250000.00|
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0330 502.31 53.000 LS | 16000.00000 16000.00| 15000.00000 15000.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0340 502.44 60.000 M3 | 358.00000 21480.00| 650.00000 39000.00|
STRUCTURAL CONCRETE WEARING SURFACE ON | | |
BRIDGES | | |
0350 502.49 8.000 LS | 25000.00000 25000.00| 4000.00000 4000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0360 503.12 104200.000 KG | 0.70000 72940.00| 0.60000 62520.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 11
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000008 |( )
|T BUCK CONSTRUCTION INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 503.13 104200.000 KG | 0.39000 40638.00| 1.50000 156300.00|
REINFORCING STEEL, PLACING | | |
0380 504.702 453000.000 LS | 814000.00000 814000.00| 875000.00000 875000.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0390 504.71 453000.000 LS | 190000.00000 190000.00| 250000.00000 250000.00|
STRUCTURAL STEEL ERECTION | | |
0400 505.08 3096.000 LS | 4272.00000 4272.00| 4271.00000 4271.00|
SHEAR CONNECTORS | | |
0410 507.0811 126.000 LS | 110000.00000 110000.00| 40000.00000 40000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0420 507.0831 92.000 LS | 121000.00000 121000.00| 45000.00000 45000.00|
STEEL BRIDGE RAILING, 4 BAR | | |
0430 510.11 LUMP| 18000.00000 18000.00| 15000.00000 15000.00|
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0440 511.07 LUMP| 173500.00000 173500.00| 250000.00000 250000.00|
COFFERDAM: Abutment #1 Canal Bridge | | |
0450 511.07 LUMP| 116000.00000 116000.00| 1.00000 1.00|
COFFERDAM: Abutment #1 Kezar Falls | | |
Bridge | | |
0460 511.07 LUMP| 175000.00000 175000.00| 328000.00000 328000.00|
COFFERDAM: Abutment #2, Canal Bridge | | |
0470 511.07 LUMP| 179500.00000 179500.00| 350000.00000 350000.00|
COFFERDAM: Abutment #2, Kezar Falls | | |
Bridg | | |
0480 511.07 LUMP| 476500.00000 476500.00| 380000.00000 380000.00|
COFFERDAM: Pier, Kezar Falls Bridge | | |
0490 512.081 185.000 LS | 5520.00000 5520.00| 6500.00000 6500.00|
FRENCH DRAINS | | |
0500 514.06 2.000 EA | 2500.00000 5000.00| 800.00000 1600.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0510 515.20 740.000 M2 | 2.00000 1480.00| 9.00000 6660.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0520 520.21 2.000 EA | 13000.00000 26000.00| 15000.00000 30000.00|
EXPANSION DEVICE - GLAND SEAL | | |
0530 523.08 16.000 EA | 2500.00000 40000.00| 5300.00000 84800.00|
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0540 526.301 152.000 LS | 12450.00000 12450.00| 15000.00000 15000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0550 526.34 6.000 EA | 400.00000 2400.00| 3000.00000 18000.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 12
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000008 |( )
|T BUCK CONSTRUCTION INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 527.34 2.000 UN | 4200.00000 8400.00| 3000.00000 6000.00|
WORK ZONE CRASH CUSHIONS | | |
0570 535.60 42.000 LS | 68000.00000 68000.00| 100000.00000 100000.00|
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0580 603.169 64.000 M | 200.00000 12800.00| 187.00000 11968.00|
375 MM CULVERT PIPE OPTION III | | |
0590 603.199 125.000 M | 205.00000 25625.00| 150.00000 18750.00|
600 MM CULVERT PIPE OPTION III | | |
0600 604.072 15.000 EA | 2500.00000 37500.00| 2800.00000 42000.00|
CATCH BASIN TYPE A1-C | | |
0610 604.092 1.000 EA | 2500.00000 2500.00| 2200.00000 2200.00|
CATCH BASIN TYPE B1-C | | |
0620 604.248 1.000 EA | 1400.00000 1400.00| 1590.00000 1590.00|
CATCH BASIN TYPE F6 | | |
0630 605.09 400.000 M | 120.00000 48000.00| 80.00000 32000.00|
150 MM UNDERDRAIN TYPE B | | |
0640 605.12 225.000 M | 133.00000 29925.00| 120.00000 27000.00|
375 MM UNDERDRAIN TYPE C | | |
0650 605.13 20.000 M | 140.00000 2800.00| 180.00000 3600.00|
450 MM UNDERDRAIN TYPE C | | |
0660 606.17 104.000 M | 51.00000 5304.00| 60.70000 6312.80|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0670 606.1721 6.000 EA | 1500.00000 9000.00| 1350.00000 8100.00|
BRIDGE TRANSITION - TYPE 1 | | |
0680 606.265 4.000 EA | 60.00000 240.00| 70.00000 280.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0690 606.35 10.000 EA | 35.00000 350.00| 35.00000 350.00|
GUARDRAIL DELINEATOR POST | | |
0700 606.369 40.000 M | 26.25000 1050.00| 6.90000 276.00|
GUARDRAIL REMOVED AND STACKED | | |
0710 606.76 1.000 EA | 1900.00000 1900.00| 1950.00000 1950.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0720 607.16 12.000 M | 100.00000 1200.00| 103.35000 1240.20|
CHAIN LINK FENCE - 1.2 METER | | |
0730 607.17 18.000 M | 115.00000 2070.00| 100.90000 1816.20|
CHAIN LINK FENCE - 1.8 METER | | |
0740 607.294 5.000 EA | 100.00000 500.00| 200.00000 1000.00|
BARRIER BOULDERS | | |
0750 608.08 672.000 M2 | 30.50000 20496.00| 52.50000 35280.00|
REINFORCED CONCRETE SIDEWALK | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 13
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000008 |( )
|T BUCK CONSTRUCTION INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 609.11 400.000 M | 90.00000 36000.00| 75.00000 30000.00|
VERTICAL CURB TYPE 1 | | |
0770 609.12 110.000 M | 117.00000 12870.00| 110.00000 12100.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0780 609.234 3.000 EA | 180.00000 540.00| 180.00000 540.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0790 609.237 33.000 EA | 200.00000 6600.00| 220.00000 7260.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0800 609.34 45.000 M | 170.00000 7650.00| 65.60000 2952.00|
CURB TYPE 5 | | |
0810 609.35 1.200 M | 220.00000 264.00| 225.00000 270.00|
CURB TYPE 5 - CIRCULAR | | |
0820 610.08 550.000 M3 | 40.00000 22000.00| 60.00000 33000.00|
PLAIN RIPRAP | | |
0830 613.319 240.000 M2 | 3.00000 720.00| 1.50000 360.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0840 615.07 150.000 M3 | 64.00000 9600.00| 67.00000 10050.00|
LOAM | | |
0850 617.381 50.000 M3 | 56.00000 2800.00| 35.00000 1750.00|
WOOD WASTE EROSION CONTROL MIX | | |
0860 618.1301 15.000 UN | 75.00000 1125.00| 35.00000 525.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0870 618.15 5.000 KG | 75.00000 375.00| 11.00000 55.00|
TEMPORARY SEEDING | | |
0880 619.1201 20.000 UN | 45.00000 900.00| 35.00000 700.00|
MULCH - PLAN QUANTITY | | |
0890 620.58 100.000 M2 | 5.00000 500.00| 1.80000 180.00|
EROSION CONTROL GEOTEXTILE | | |
0900 621.032 4.000 EA | 100.00000 400.00| 175.00000 700.00|
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B Picea abies (Norway Spruce) | | |
0910 621.273 1.000 EA | 250.00000 250.00| 450.00000 450.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A ACER RUBRUM | | |
'ARMSTRONG' RED MAPLE | | |
0920 621.273 3.000 EA | 230.00000 690.00| 450.00000 1350.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A TITLIA CORDATA | | |
'GLENLEVEN' LITTELEAF LIN | | |
0930 621.273 5.000 EA | 280.00000 1400.00| 450.00000 2250.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A ZELKOVA SERRATA | | |
"VILLAGE GREEN" | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 14
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000008 |( )
|T BUCK CONSTRUCTION INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0940 621.511 20.000 EA | 40.00000 800.00| 45.00000 900.00|
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
Spiraea x bumalda 'Anthony Waterer' Brid| | |
0950 621.552 30.000 EA | 30.00000 900.00| 55.00000 1650.00|
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A Forsythia suspensa (Weeping | | |
Forsythia) | | |
0960 626.11 1.000 EA | 1700.00000 1700.00| 550.00000 550.00|
PRECAST CONCRETE JUNCTION BOX:___ | | |
0970 626.33 3.000 EA | 880.00000 2640.00| 950.00000 2850.00|
750 MM FOUNDATION | | |
0980 627.618 32.000 M | 6.60000 211.20| 6.56000 209.92|
300 MM SOLID WHITE PAVEMENT MARKING LIN | | |
0990 627.71 1150.000 M | 0.66000 759.00| 0.66000 759.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
1000 627.73 560.000 M | 1.32000 739.20| 1.32000 739.20|
100 MM YELLOW PAVEMENT MARKING LINE | | |
1010 627.75 34.000 M2 | 22.00000 748.00| 21.52000 731.68|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1020 627.78 1650.000 M | 1.00000 1650.00| 1.00000 1650.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1030 629.05 30.000 MH | 30.00000 900.00| 24.00000 720.00|
HAND LABOR, STRAIGHT TIME | | |
1040 631.12 30.000 HR | 95.00000 2850.00| 111.00000 3330.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1050 631.172 60.000 HR | 45.00000 2700.00| 46.00000 2760.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1060 631.20 5.000 HR | 75.00000 375.00| 120.00000 600.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1070 631.32 20.000 HR | 85.00000 1700.00| 150.00000 3000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1080 634.16 LUMP| 19750.00000 19750.00| 19750.00000 19750.00|
HIGHWAY LIGHTING | | |
1090 634.21 4.000 EA | 2100.00000 8400.00| 2100.00000 8400.00|
CONVENTIONAL LIGHT STANDARD | | |
1100 637.071 LUMP| 11440.00000 11440.00| 9400.00000 9400.00|
DUST CONTROL | | |
1110 638.01 LUMP| 6800.00000 6800.00| 6800.00000 6800.00|
EMBEDDED WORK IN STRUCTURES | | |
LETTING DATE : 06/21/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 15
LOCATION : PARSONSFIELD TABULATION OF BIDS
PORTER
CONTRACT ID : 003430.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000008 |( )
|T BUCK CONSTRUCTION INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1120 652.31 25.000 EA | 30.00000 750.00| 50.00000 1250.00|
TYPE I BARRICADE | | |
1130 652.311 10.000 EA | 30.00000 300.00| 40.00000 400.00|
TYPE II BARRICADE | | |
1140 652.33 25.000 EA | 60.00000 1500.00| 40.00000 1000.00|
DRUM | | |
1150 652.34 50.000 EA | 20.00000 1000.00| 30.00000 1500.00|
CONE | | |
1160 652.35 100.000 M2 | 100.00000 10000.00| 130.00000 13000.00|
CONSTRUCTION SIGNS | | |
1170 652.361 1600.000 LS | 24000.00000 24000.00| 30000.00000 30000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1180 652.38 6500.000 MH | 14.00000 91000.00| 14.00000 91000.00|
FLAGGER | | |
1190 658.20 35.000 M2 | 54.00000 1890.00| 22.00000 770.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1200 659.10 LUMP| 512000.00000 512000.00| 680000.00000 680000.00|
MOBILIZATION | | |
1210 660.21 4000.000 MH | 25.00000 100000.00| 1.00000 4000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 6,054,969.40| $ 6,701,400.70| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 NON-PART. WATER ITEMS
| | |
1220 653.22 50.000 M2 | 8.00000 400.00| 11.00000 550.00|
50 MM POLYSTYRENE PLASTIC INSULATION | | |
1230 822.33 10.000 M | 105.00000 1050.00| 475.00000 4750.00|
150 MM CLASS 52 DI PIPE | | |
1240 822.36 142.000 M | 215.00000 30530.00| 272.00000 38624.00|
300 MM CLASS 52 DI PIPE | | |
1250 822.361 104.000 M | 400.00000 41600.00| 535.00000 55640.00|
300 MM INSULATED CLASS 52 DUCTILE IRON | | |
PIPE BRIDGE CROSSING | | |
1260 823.31 3.000 EA | 1500.00000 4500.00| 1470.00000 4410.00|
300 MM GATE VALVE | | |
1270 824.32 2.000 EA | 3600.00000 7200.00| 2700.00000 5400.00|
REMOVE AND RESET HYDRANTS | | |
1280 825.43 10.000 M | 1100.00000 11000.00| 880.00000 8800.00|
25 MM COPPER SERVICE 25 MM | | |
1290 825.432 10.000 M | 1100.00000 11000.00| 835.00000 8350.00|
20 MM COPPER SERVICE | | |
SECTION TOTALS | $ 107,280.00| $ 126,524.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,162,249.40| $ 6,827,924.70| $
====================================================================================================================================