Skip Maine state header navigation
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 1
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 008973.00 COMPLETION DATE : 09/04/04
=========
PROJECT(S): BR-8973(00)X LOCATION(S): SALEM TWP. MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001954 TECHNICAL CONSTRUCTION INC. $ 802,991.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 814,475.00 101.4302%
3 000416 T BUCK CONSTRUCTION INC. $ 828,888.00 103.2251%
4 000009 BANCROFT CONTRACTING CORP. $ 914,215.00 113.8512%
5 000032 REED & REED, INC. $ 959,783.00 119.5260%
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 290.000 LS | 35000.00000 35000.00| 65000.00000 65000.00| 35000.00000 35000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 2090.000 M3 | 13.00000 27170.00| 6.50000 13585.00| 8.50000 17765.00
COMMON EXCAVATION | | |
0030 203.24 450.000 M3 | 12.00000 5400.00| 15.00000 6750.00| 16.50000 7425.00
COMMON BORROW | | |
0040 203.25 205.000 M3 | 25.00000 5125.00| 30.00000 6150.00| 21.50000 4407.50
GRANULAR BORROW | | |
0050 206.082 95.000 M3 | 10.00000 950.00| 15.00000 1425.00| 22.00000 2090.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 2150.000 M3 | 20.00000 43000.00| 16.00000 34400.00| 18.50000 39775.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 320.000 MG | 89.00000 28480.00| 85.00000 27200.00| 84.50000 27040.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 225.000 MG | 90.00000 20250.00| 86.00000 19350.00| 86.00000 19350.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.210 60.000 MG | 94.00000 5640.00| 90.00000 5400.00| 90.00000 5400.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 100.000 MG | 93.00000 9300.00| 90.00000 9000.00| 90.00000 9000.00
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 2
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 008973.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 1000.000 L | 3.00000 3000.00| 4.00000 4000.00| 3.40000 3400.00
BITUMINOUS TACK COAT APPLIED | | |
0120 501.231 1.000 EA | 5350.00000 5350.00| 5000.00000 5000.00| 4500.00000 4500.00
DYNAMIC LOADING TEST | | |
0130 501.50 270.000 M | 214.00000 57780.00| 190.00000 51300.00| 180.00000 48600.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0140 501.501 270.000 M | 10.00000 2700.00| 10.00000 2700.00| 12.50000 3375.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 297.00000 2376.00| 250.00000 2000.00| 250.00000 2000.00
PILE TIPS | | |
0160 501.91 4.000 EA | 12.00000 48.00| 10.00000 40.00| 10.00000 40.00
PILE SPLICES | | |
0170 501.92 LUMP| 11600.00000 11600.00| 25000.00000 25000.00| 18000.00000 18000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0180 502.219 60.000 LS | 46500.00000 46500.00| 60000.00000 60000.00| 57000.00000 57000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0190 502.26 75.000 LS | 87400.00000 87400.00| 90000.00000 90000.00| 90000.00000 90000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0200 502.45 16.000 M3 | 639.00000 10224.00| 300.00000 4800.00| 265.00000 4240.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0210 502.49 11.000 LS | 19300.00000 19300.00| 10000.00000 10000.00| 8900.00000 8900.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0220 503.12 4200.000 KG | 1.00000 4200.00| 1.00000 4200.00| 1.55000 6510.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0230 503.13 4200.000 KG | 0.80000 3360.00| 1.00000 4200.00| 1.80000 7560.00
REINFORCING STEEL, PLACING | | |
0240 503.17 64.000 EA | 31.00000 1984.00| 25.00000 1600.00| 18.50000 1184.00
MECHANICAL WELDED SPLICE | | |
0250 504.702 51500.000 LS | 124100.00000 124100.00| 120000.00000 120000.00| 118190.00000 118190.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0260 504.71 51500.000 LS | 17800.00000 17800.00| 15000.00000 15000.00| 44000.00000 44000.00
STRUCTURAL STEEL ERECTION | | |
0270 505.08 840.000 LS | 2200.00000 2200.00| 2500.00000 2500.00| 3250.00000 3250.00
SHEAR CONNECTORS | | |
0280 507.0811 65.000 LS | 23500.00000 23500.00| 25000.00000 25000.00| 19725.00000 19725.00
STEEL BRIDGE RAILING, 2 BAR | | |
0290 508.14 315.000 LS | 9990.00000 9990.00| 10000.00000 10000.00| 10450.00000 10450.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 3
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 008973.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 511.07 LUMP| 3730.00000 3730.00| 10000.00000 10000.00| 23000.00000 23000.00
COFFERDAM: ABUTMENT NO. 1 | | |
0310 511.07 LUMP| 2920.00000 2920.00| 10000.00000 10000.00| 28000.00000 28000.00
COFFERDAM: ABUTMENT NO. 2 | | |
0320 514.06 1.000 EA | 758.00000 758.00| 750.00000 750.00| 800.00000 800.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0330 515.20 120.000 M2 | 5.00000 600.00| 6.00000 720.00| 7.50000 900.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0340 526.34 4.000 EA | 1230.00000 4920.00| 1500.00000 6000.00| 1475.00000 5900.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0350 603.17 9.000 M | 97.00000 873.00| 110.00000 990.00| 70.00000 630.00
450 MM CULVERT PIPE OPTION I | | |
0360 605.09 100.000 M | 92.00000 9200.00| 55.00000 5500.00| 38.00000 3800.00
150 MM UNDERDRAIN TYPE B | | |
0370 605.11 60.000 M | 132.00000 7920.00| 50.00000 3000.00| 65.00000 3900.00
300 MM UNDERDRAIN TYPE C | | |
0380 606.17 31.000 M | 46.00000 1426.00| 50.00000 1550.00| 46.00000 1426.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0390 606.1721 4.000 EA | 1210.00000 4840.00| 1100.00000 4400.00| 1100.00000 4400.00
BRIDGE TRANSITION - TYPE 1 | | |
0400 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0410 606.76 4.000 EA | 1420.00000 5680.00| 1400.00000 5600.00| 1400.00000 5600.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 610.08 360.000 M3 | 57.00000 20520.00| 28.00000 10080.00| 35.00000 12600.00
PLAIN RIPRAP | | |
0430 610.18 40.000 M3 | 45.00000 1800.00| 45.00000 1800.00| 65.00000 2600.00
STONE DITCH PROTECTION | | |
0440 613.319 50.000 M2 | 3.00000 150.00| 3.00000 150.00| 3.50000 175.00
EROSION CONTROL BLANKET | | |
0450 615.0701 90.000 M3 | 35.00000 3150.00| 30.00000 2700.00| 37.00000 3330.00
LOAM - PLAN QUANTITY | | |
0460 618.1301 8.000 UN | 34.00000 272.00| 35.00000 280.00| 34.00000 272.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0470 618.1401 10.000 UN | 30.00000 300.00| 30.00000 300.00| 30.00000 300.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 18.000 UN | 20.00000 360.00| 20.00000 360.00| 20.00000 360.00
MULCH - PLAN QUANTITY | | |
0490 619.1401 180.000 M3 | 40.00000 7200.00| 46.00000 8280.00| 18.50000 3330.00
EROSION CONTROL MIX | | |
0500 621.195 6.000 EA | 294.00000 1764.00| 300.00000 1800.00| 291.00000 1746.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 4
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 008973.00
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000164 |( 3 ) 000416
|TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 621.273 3.000 EA | 273.00000 819.00| 300.00000 900.00| 270.00000 810.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0520 621.546 18.000 EA | 28.00000 504.00| 30.00000 540.00| 28.00000 504.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0530 621.552 12.000 EA | 34.00000 408.00| 35.00000 420.00| 34.00000 408.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0540 627.711 870.000 M | 1.00000 870.00| 1.50000 1305.00| 1.15000 1000.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 629.05 40.000 HR | 35.00000 1400.00| 25.00000 1000.00| 30.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 20.000 HR | 100.00000 2000.00| 80.00000 1600.00| 110.00000 2200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.172 20.000 HR | 58.00000 1160.00| 46.00000 920.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0580 637.071 LUMP| 1860.00000 1860.00| 2500.00000 2500.00| 1000.00000 1000.00
DUST CONTROL | | |
0590 639.19 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00| 4750.00000 4750.00
FIELD OFFICE TYPE B | | |
0600 652.312 6.000 EA | 220.00000 1320.00| 150.00000 900.00| 155.00000 930.00
TYPE III BARRICADE | | |
0610 652.33 10.000 EA | 45.00000 450.00| 55.00000 550.00| 75.00000 750.00
DRUM | | |
0620 652.34 20.000 EA | 15.00000 300.00| 20.00000 400.00| 25.00000 500.00
CONE | | |
0630 652.35 50.000 M2 | 117.00000 5850.00| 100.00000 5000.00| 105.00000 5250.00
CONSTRUCTION SIGNS | | |
0640 652.361 180.000 LS | 2210.00000 2210.00| 5000.00000 5000.00| 2000.00000 2000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 160.000 HR | 18.00000 2880.00| 15.00000 2400.00| 16.00000 2560.00
FLAGGER | | |
0660 656.75 LUMP| 4670.00000 4670.00| 5000.00000 5000.00| 2500.00000 2500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 659.101 LUMP| 80000.00000 80000.00| 81000.00000 81000.00| 80000.00000 80000.00
MOBILIZATION | | |
SECTION TOTALS | $ 802,991.00| $ 814,475.00| $ 828,888.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 802,991.00| $ 814,475.00| $ 828,888.00
====================================================================================================================================
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 5
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 008973.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 290.000 LS | 38755.00000 38755.00| 95000.00000 95000.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 2090.000 M3 | 9.00000 18810.00| 8.00000 16720.00|
COMMON EXCAVATION | | |
0030 203.24 450.000 M3 | 12.00000 5400.00| 10.00000 4500.00|
COMMON BORROW | | |
0040 203.25 205.000 M3 | 47.00000 9635.00| 41.00000 8405.00|
GRANULAR BORROW | | |
0050 206.082 95.000 M3 | 95.00000 9025.00| 25.00000 2375.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 2150.000 M3 | 15.00000 32250.00| 13.00000 27950.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 320.000 MG | 97.00000 31040.00| 75.00000 24000.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 225.000 MG | 99.00000 22275.00| 75.00000 16875.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.210 60.000 MG | 104.00000 6240.00| 105.00000 6300.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 100.000 MG | 104.00000 10400.00| 85.00000 8500.00|
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 1000.000 L | 4.00000 4000.00| 1.50000 1500.00|
BITUMINOUS TACK COAT APPLIED | | |
0120 501.231 1.000 EA | 5175.00000 5175.00| 3500.00000 3500.00|
DYNAMIC LOADING TEST | | |
0130 501.50 270.000 M | 92.00000 24840.00| 165.00000 44550.00|
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0140 501.501 270.000 M | 12.00000 3240.00| 20.00000 5400.00|
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 290.00000 2320.00| 200.00000 1600.00|
PILE TIPS | | |
0160 501.91 4.000 EA | 10.00000 40.00| 200.00000 800.00|
PILE SPLICES | | |
0170 501.92 LUMP| 9775.00000 9775.00| 7500.00000 7500.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0180 502.219 60.000 LS | 35150.00000 35150.00| 90000.00000 90000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0190 502.26 75.000 LS | 81750.00000 81750.00| 100000.00000 100000.00|
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 6
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 008973.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 502.45 16.000 M3 | 295.00000 4720.00| 350.00000 5600.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0210 502.49 11.000 LS | 10755.00000 10755.00| 15000.00000 15000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0220 503.12 4200.000 KG | 5.00000 21000.00| 1.50000 6300.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0230 503.13 4200.000 KG | 1.00000 4200.00| 1.75000 7350.00|
REINFORCING STEEL, PLACING | | |
0240 503.17 64.000 EA | 22.00000 1408.00| 50.00000 3200.00|
MECHANICAL WELDED SPLICE | | |
0250 504.702 51500.000 LS | 121715.00000 121715.00| 130000.00000 130000.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0260 504.71 51500.000 LS | 14806.00000 14806.00| 20000.00000 20000.00|
STRUCTURAL STEEL ERECTION | | |
0270 505.08 840.000 LS | 2415.00000 2415.00| 2000.00000 2000.00|
SHEAR CONNECTORS | | |
0280 507.0811 65.000 LS | 27025.00000 27025.00| 22000.00000 22000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0290 508.14 315.000 LS | 11370.00000 11370.00| 12000.00000 12000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0300 511.07 LUMP| 5635.00000 5635.00| 25000.00000 25000.00|
COFFERDAM: ABUTMENT NO. 1 | | |
0310 511.07 LUMP| 5635.00000 5635.00| 40000.00000 40000.00|
COFFERDAM: ABUTMENT NO. 2 | | |
0320 514.06 1.000 EA | 750.00000 750.00| 800.00000 800.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0330 515.20 120.000 M2 | 16.00000 1920.00| 10.00000 1200.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0340 526.34 4.000 EA | 1715.00000 6860.00| 1500.00000 6000.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0350 603.17 9.000 M | 80.00000 720.00| 70.00000 630.00|
450 MM CULVERT PIPE OPTION I | | |
0360 605.09 100.000 M | 71.00000 7100.00| 62.00000 6200.00|
150 MM UNDERDRAIN TYPE B | | |
0370 605.11 60.000 M | 108.00000 6480.00| 94.00000 5640.00|
300 MM UNDERDRAIN TYPE C | | |
0380 606.17 31.000 M | 53.00000 1643.00| 45.00000 1395.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0390 606.1721 4.000 EA | 1265.00000 5060.00| 1100.00000 4400.00|
BRIDGE TRANSITION - TYPE 1 | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 7
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 008973.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 606.35 6.000 EA | 35.00000 210.00| 30.00000 180.00|
GUARDRAIL DELINEATOR POST | | |
0410 606.76 4.000 EA | 1610.00000 6440.00| 1400.00000 5600.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 610.08 360.000 M3 | 42.00000 15120.00| 40.00000 14400.00|
PLAIN RIPRAP | | |
0430 610.18 40.000 M3 | 36.00000 1440.00| 31.00000 1240.00|
STONE DITCH PROTECTION | | |
0440 613.319 50.000 M2 | 4.00000 200.00| 4.00000 200.00|
EROSION CONTROL BLANKET | | |
0450 615.0701 90.000 M3 | 37.00000 3330.00| 32.00000 2880.00|
LOAM - PLAN QUANTITY | | |
0460 618.1301 8.000 UN | 56.00000 448.00| 34.00000 272.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0470 618.1401 10.000 UN | 44.00000 440.00| 30.00000 300.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 619.1201 18.000 UN | 20.00000 360.00| 20.00000 360.00|
MULCH - PLAN QUANTITY | | |
0490 619.1401 180.000 M3 | 35.00000 6300.00| 30.00000 5400.00|
EROSION CONTROL MIX | | |
0500 621.195 6.000 EA | 345.00000 2070.00| 300.00000 1800.00|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0510 621.273 3.000 EA | 259.00000 777.00| 275.00000 825.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0520 621.546 18.000 EA | 75.00000 1350.00| 28.00000 504.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0530 621.552 12.000 EA | 126.00000 1512.00| 34.00000 408.00|
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0540 627.711 870.000 M | 1.50000 1305.00| 1.20000 1044.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 629.05 40.000 HR | 28.00000 1120.00| 25.00000 1000.00|
HAND LABOR, STRAIGHT TIME | | |
0560 631.12 20.000 HR | 115.00000 2300.00| 100.00000 2000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0570 631.172 20.000 HR | 52.00000 1040.00| 45.00000 900.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 8
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 008973.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 637.071 LUMP| 5405.00000 5405.00| 5000.00000 5000.00|
DUST CONTROL | | |
0590 639.19 1.000 EA | 11400.00000 11400.00| 6000.00000 6000.00|
FIELD OFFICE TYPE B | | |
0600 652.312 6.000 EA | 183.00000 1098.00| 500.00000 3000.00|
TYPE III BARRICADE | | |
0610 652.33 10.000 EA | 54.00000 540.00| 60.00000 600.00|
DRUM | | |
0620 652.34 20.000 EA | 23.00000 460.00| 15.00000 300.00|
CONE | | |
0630 652.35 50.000 M2 | 94.00000 4700.00| 150.00000 7500.00|
CONSTRUCTION SIGNS | | |
0640 652.361 180.000 LS | 48645.00000 48645.00| 5000.00000 5000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 160.000 HR | 19.55000 3128.00| 18.00000 2880.00|
FLAGGER | | |
0660 656.75 LUMP| 9890.00000 9890.00| 15000.00000 15000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0670 659.101 LUMP| 171850.00000 171850.00| 95000.00000 95000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 914,215.00| $ 959,783.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 914,215.00| $ 959,783.00| $
====================================================================================================================================