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LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : SCARBOROUGH TABULATION OF BIDS
CONTRACT ID : 007577.00
=========
COMPLETION DATE : 11/15/00
PROJECT(S): 007577.00 COUNTIE(S) : CUMBERLAND MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001177 ATLANTIC MECHANICAL, INC. $ 499,083.30 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 534,670.00 107.1304%
3 001175 KEELEY CONSTRUCTION, CO., INC. $ 547,371.00 109.6753%
4 000272 A & V CONSTRUCTION, CORP. $ 591,330.00 118.4832%
5 000032 REED & REED, INC. $ 663,498.00 132.9433%
====================================================================================================================================
|( 1 ) 001177 |( 2 ) 000063 |( 3 ) 001175
|ATLANTIC MECHANICAL, INC. |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
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| 5000.00000 5000.00| 5000.00000 5000.00| 9000.00000 9000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 30.000 LS | 28200.00000 28200.00| 80000.00000 80000.00| 30000.00000 30000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 1200.000 M3 | 11.25000 13500.00| 8.00000 9600.00| 20.00000 24000.00
COMMON EXCAVATION | | |
0040 203.24 100.000 M3 | 11.25000 1125.00| 13.50000 1350.00| 12.00000 1200.00
COMMON BORROW | | |
0050 203.25 150.000 M3 | 16.25000 2437.50| 23.00000 3450.00| 30.00000 4500.00
GRANULAR BORROW | | |
0060 206.082 230.000 M3 | 25.00000 5750.00| 10.00000 2300.00| 45.00000 10350.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 1300.000 M3 | 16.25000 21125.00| 17.50000 22750.00| 18.00000 23400.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 152.000 MG | 65.00000 9880.00| 56.00000 8512.00| 90.00000 13680.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 160.000 MG | 65.00000 10400.00| 56.00000 8960.00| 90.00000 14400.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : SCARBOROUGH TABULATION OF BIDS
CONTRACT ID : 007577.00
=========
====================================================================================================================================
|( 1 ) 001177 |( 2 ) 000063 |( 3 ) 001175
|ATLANTIC MECHANICAL, INC. |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.210 35.000 MG | 65.00000 2275.00| 56.00000 1960.00| 90.00000 3150.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 409.15 45.000 L | 12.50000 562.50| 11.00000 495.00| 5.00000 225.00
BITUMINOUS TACK COAT APPLIED | | |
0120 501.50 170.000 M | 218.00000 37060.00| 93.00000 15810.00| 175.00000 29750.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0130 501.501 170.000 M | 60.00000 10200.00| 20.00000 3400.00| 25.00000 4250.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 188.00000 1504.00| 107.00000 856.00| 150.00000 1200.00
PILE TIPS | | |
0150 501.91 8.000 EA | 12.50000 100.00| 137.00000 1096.00| 10.00000 80.00
PILE SPLICES | | |
0160 501.92 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 12000.00000 12000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.219 46.000 LS | 28750.00000 28750.00| 34000.00000 34000.00| 27600.00000 27600.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.25 27.000 LS | 24675.00000 24675.00| 19000.00000 19000.00| 17000.00000 17000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0190 502.31 18.000 LS | 4375.00000 4375.00| 5000.00000 5000.00| 7200.00000 7200.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0200 503.12 5100.000 KG | 0.73000 3723.00| 1.00000 5100.00| 0.80000 4080.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 5100.000 KG | 0.94000 4794.00| 0.50000 2550.00| 0.80000 4080.00
REINFORCING STEEL, PLACING | | |
0220 508.13 200.000 LS | 2725.00000 2725.00| 2350.00000 2350.00| 2800.00000 2800.00
MEMBRANE WATERPROOFING | | |
0230 511.07 LUMP| 4625.00000 4625.00| 4000.00000 4000.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT 1, STAGE 1 | | |
0240 511.07 LUMP| 4625.00000 4625.00| 3000.00000 3000.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT 1, STAGE 2 | | |
0250 511.07 LUMP| 4625.00000 4625.00| 4000.00000 4000.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT 2, STAGE 1 | | |
0260 511.07 LUMP| 4625.00000 4625.00| 3000.00000 3000.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT 2, STAGE 2 | | |
0270 514.06 1.000 EA | 600.00000 600.00| 900.00000 900.00| 1400.00000 1400.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0280 515.21 29.000 LS | 375.00000 375.00| 350.00000 350.00| 1200.00000 1200.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0290 526.301 300.000 LS | 16100.00000 16100.00| 8500.00000 8500.00| 8000.00000 8000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : SCARBOROUGH TABULATION OF BIDS
CONTRACT ID : 007577.00
=========
====================================================================================================================================
|( 1 ) 001177 |( 2 ) 000063 |( 3 ) 001175
|ATLANTIC MECHANICAL, INC. |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 528.9102 35.000 LS | 26300.00000 26300.00| 35000.00000 35000.00| 30000.00000 30000.00
LAMINATED TIMBER BRIDGE RAIL | | |
0310 535.60 100.000 LS | 91500.00000 91500.00| 105000.00000 105000.00| 95000.00000 95000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0320 603.179 12.000 M | 125.00000 1500.00| 97.00000 1164.00| 100.00000 1200.00
450 MM CULVERT PIPE OPTION III | | |
0330 606.1721 4.000 EA | 2000.00000 8000.00| 1600.00000 6400.00| 1600.00000 6400.00
BRIDGE TRANSITION - TYPE 1 | | |
0340 606.265 2.000 EA | 62.50000 125.00| 54.00000 108.00| 63.00000 126.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 5.000 EA | 50.00000 250.00| 43.00000 215.00| 40.00000 200.00
GUARDRAIL DELINEATOR POST | | |
0360 606.47 1.000 EA | 47.50000 47.50| 41.00000 41.00| 40.00000 40.00
SINGLE WOOD POST | | |
0370 606.55 42.000 M | 61.50000 2583.00| 53.00000 2226.00| 50.00000 2100.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0380 606.59 8.000 M | 65.60000 524.80| 56.00000 448.00| 60.00000 480.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0390 606.76 2.000 EA | 2250.00000 4500.00| 2000.00000 4000.00| 1800.00000 3600.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 610.08 310.000 M3 | 50.00000 15500.00| 53.00000 16430.00| 55.00000 17050.00
PLAIN RIPRAP | | |
0410 613.319 30.000 M2 | 5.00000 150.00| 1.00000 30.00| 4.00000 120.00
TEMPORARY EROSION CONTROL BLANKET | | |
0420 615.07 60.000 M3 | 43.75000 2625.00| 28.00000 1680.00| 40.00000 2400.00
LOAM | | |
0430 618.1401 11.000 UN | 40.00000 440.00| 34.00000 374.00| 110.00000 1210.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 618.1411 6.000 UN | 56.25000 337.50| 48.00000 288.00| 70.00000 420.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0450 618.25 10.000 M3 | 50.00000 500.00| 50.00000 500.00| 100.00000 1000.00
APPLIED WATER | | |
0460 619.1201 11.000 UN | 37.50000 412.50| 32.00000 352.00| 80.00000 880.00
MULCH - PLAN QUANTITY | | |
0470 619.13 3.000 UN | 500.00000 1500.00| 500.00000 1500.00| 400.00000 1200.00
BARK MULCH | | |
0480 620.58 150.000 M2 | 2.50000 375.00| 2.30000 345.00| 4.00000 600.00
EROSION CONTROL GEOTEXTILE | | |
0490 627.71 400.000 M | 1.50000 600.00| 1.25000 500.00| 1.50000 600.00
100 MM WHITE PAVEMENT MARKING LINE | | |
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : SCARBOROUGH TABULATION OF BIDS
CONTRACT ID : 007577.00
=========
====================================================================================================================================
|( 1 ) 001177 |( 2 ) 000063 |( 3 ) 001175
|ATLANTIC MECHANICAL, INC. |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 627.73 400.000 M | 1.50000 600.00| 1.25000 500.00| 1.50000 600.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0510 627.77 70.000 M2 | 33.60000 2352.00| 29.00000 2030.00| 30.00000 2100.00
REMOVING PAVEMENT MARKINGS | | |
0520 627.78 1150.000 M | 1.00000 1150.00| 1.00000 1150.00| 1.00000 1150.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0530 629.05 10.000 MH | 25.00000 250.00| 22.00000 220.00| 35.00000 350.00
HAND LABOR, STRAIGHT TIME | | |
0540 631.12 10.000 HR | 75.00000 750.00| 75.00000 750.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0550 631.14 10.000 HR | 110.00000 1100.00| 65.00000 650.00| 145.00000 1450.00
GRADER (INCLUDING OPERATOR) | | |
0560 631.172 10.000 HR | 43.00000 430.00| 36.00000 360.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.22 10.000 HR | 50.00000 500.00| 50.00000 500.00| 90.00000 900.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0580 639.18 1.000 EA | 4375.00000 4375.00| 3500.00000 3500.00| 4000.00000 4000.00
FIELD OFFICE TYPE A | | |
0590 643.72 LUMP| 16250.00000 16250.00| 13500.00000 13500.00| 15000.00000 15000.00
TEMPORARY TRAFFIC SIGNAL | | |
0600 652.31 20.000 EA | 50.00000 1000.00| 50.00000 1000.00| 60.00000 1200.00
TYPE I BARRICADE | | |
0610 652.33 40.000 EA | 62.00000 2480.00| 35.00000 1400.00| 30.00000 1200.00
DRUM | | |
0620 652.34 20.000 EA | 12.00000 240.00| 25.00000 500.00| 20.00000 400.00
CONE | | |
0630 652.35 20.000 M2 | 80.00000 1600.00| 86.00000 1720.00| 110.00000 2200.00
CONSTRUCTION SIGNS | | |
0640 652.361 170.000 LS | 1500.00000 1500.00| 5000.00000 5000.00| 3000.00000 3000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 200.000 MH | 20.00000 4000.00| 15.00000 3000.00| 15.00000 3000.00
FLAGGER | | |
0660 659.10 LUMP| 39000.00000 39000.00| 53000.00000 53000.00| 50000.00000 50000.00
MOBILIZATION | | |
SECTION TOTALS | $ 499,083.30| $ 534,670.00| $ 547,371.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 499,083.30| $ 534,670.00| $ 547,371.00
====================================================================================================================================
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : SCARBOROUGH TABULATION OF BIDS
CONTRACT ID : 007577.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000032 |( )
|A & V CONSTRUCTION, 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 107.27 LUMP| 15000.00000 15000.00| 8000.00000 8000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 30.000 LS | 25000.00000 25000.00| 75000.00000 75000.00|
REMOVING EXISTING BRIDGE | | |
0030 203.20 1200.000 M3 | 18.00000 21600.00| 20.00000 24000.00|
COMMON EXCAVATION | | |
0040 203.24 100.000 M3 | 12.00000 1200.00| 25.00000 2500.00|
COMMON BORROW | | |
0050 203.25 150.000 M3 | 18.00000 2700.00| 30.00000 4500.00|
GRANULAR BORROW | | |
0060 206.082 230.000 M3 | 35.00000 8050.00| 25.00000 5750.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 1300.000 M3 | 24.00000 31200.00| 25.00000 32500.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 152.000 MG | 55.00000 8360.00| 52.00000 7904.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 160.000 MG | 55.00000 8800.00| 52.00000 8320.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.210 35.000 MG | 85.00000 2975.00| 52.00000 1820.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 409.15 45.000 L | 8.00000 360.00| 10.00000 450.00|
BITUMINOUS TACK COAT APPLIED | | |
0120 501.50 170.000 M | 180.00000 30600.00| 200.00000 34000.00|
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0130 501.501 170.000 M | 80.00000 13600.00| 50.00000 8500.00|
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 500.00000 4000.00| 200.00000 1600.00|
PILE TIPS | | |
0150 501.91 8.000 EA | 200.00000 1600.00| 250.00000 2000.00|
PILE SPLICES | | |
0160 501.92 LUMP| 20000.00000 20000.00| 5000.00000 5000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.219 46.000 LS | 37000.00000 37000.00| 65000.00000 65000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.25 27.000 LS | 25000.00000 25000.00| 40000.00000 40000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : SCARBOROUGH TABULATION OF BIDS
CONTRACT ID : 007577.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000032 |( )
|A & V CONSTRUCTION, CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.31 18.000 LS | 9000.00000 9000.00| 8500.00000 8500.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0200 503.12 5100.000 KG | 1.50000 7650.00| 1.00000 5100.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 5100.000 KG | 1.50000 7650.00| 2.00000 10200.00|
REINFORCING STEEL, PLACING | | |
0220 508.13 200.000 LS | 3000.00000 3000.00| 2500.00000 2500.00|
MEMBRANE WATERPROOFING | | |
0230 511.07 LUMP| 5000.00000 5000.00| 7500.00000 7500.00|
COFFERDAM: ABUTMENT 1, STAGE 1 | | |
0240 511.07 LUMP| 5000.00000 5000.00| 7500.00000 7500.00|
COFFERDAM: ABUTMENT 1, STAGE 2 | | |
0250 511.07 LUMP| 5000.00000 5000.00| 7500.00000 7500.00|
COFFERDAM: ABUTMENT 2, STAGE 1 | | |
0260 511.07 LUMP| 5000.00000 5000.00| 7500.00000 7500.00|
COFFERDAM: ABUTMENT 2, STAGE 2 | | |
0270 514.06 1.000 EA | 700.00000 700.00| 1000.00000 1000.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0280 515.21 29.000 LS | 700.00000 700.00| 1000.00000 1000.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0290 526.301 300.000 LS | 10000.00000 10000.00| 6000.00000 6000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0300 528.9102 35.000 LS | 23000.00000 23000.00| 32000.00000 32000.00|
LAMINATED TIMBER BRIDGE RAIL | | |
0310 535.60 100.000 LS | 115000.00000 115000.00| 115000.00000 115000.00|
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0320 603.179 12.000 M | 120.00000 1440.00| 125.00000 1500.00|
450 MM CULVERT PIPE OPTION III | | |
0330 606.1721 4.000 EA | 1100.00000 4400.00| 1500.00000 6000.00|
BRIDGE TRANSITION - TYPE 1 | | |
0340 606.265 2.000 EA | 45.00000 90.00| 50.00000 100.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 5.000 EA | 35.00000 175.00| 40.00000 200.00|
GUARDRAIL DELINEATOR POST | | |
0360 606.47 1.000 EA | 50.00000 50.00| 38.00000 38.00|
SINGLE WOOD POST | | |
0370 606.55 42.000 M | 65.00000 2730.00| 50.00000 2100.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0380 606.59 8.000 M | 65.00000 520.00| 53.00000 424.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : SCARBOROUGH TABULATION OF BIDS
CONTRACT ID : 007577.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000032 |( )
|A & V CONSTRUCTION, CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.76 2.000 EA | 1700.00000 3400.00| 1800.00000 3600.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 610.08 310.000 M3 | 60.00000 18600.00| 60.00000 18600.00|
PLAIN RIPRAP | | |
0410 613.319 30.000 M2 | 5.00000 150.00| 3.00000 90.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0420 615.07 60.000 M3 | 30.00000 1800.00| 40.00000 2400.00|
LOAM | | |
0430 618.1401 11.000 UN | 50.00000 550.00| 32.00000 352.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 618.1411 6.000 UN | 50.00000 300.00| 45.00000 270.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0450 618.25 10.000 M3 | 50.00000 500.00| 50.00000 500.00|
APPLIED WATER | | |
0460 619.1201 11.000 UN | 30.00000 330.00| 30.00000 330.00|
MULCH - PLAN QUANTITY | | |
0470 619.13 3.000 UN | 600.00000 1800.00| 50.00000 150.00|
BARK MULCH | | |
0480 620.58 150.000 M2 | 4.00000 600.00| 3.00000 450.00|
EROSION CONTROL GEOTEXTILE | | |
0490 627.71 400.000 M | 1.50000 600.00| 1.25000 500.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0500 627.73 400.000 M | 1.50000 600.00| 1.25000 500.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0510 627.77 70.000 M2 | 25.00000 1750.00| 30.00000 2100.00|
REMOVING PAVEMENT MARKINGS | | |
0520 627.78 1150.000 M | 1.00000 1150.00| 1.00000 1150.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0530 629.05 10.000 MH | 30.00000 300.00| 25.00000 250.00|
HAND LABOR, STRAIGHT TIME | | |
0540 631.12 10.000 HR | 100.00000 1000.00| 85.00000 850.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0550 631.14 10.000 HR | 100.00000 1000.00| 75.00000 750.00|
GRADER (INCLUDING OPERATOR) | | |
0560 631.172 10.000 HR | 50.00000 500.00| 40.00000 400.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0570 631.22 10.000 HR | 75.00000 750.00| 65.00000 650.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0580 639.18 1.000 EA | 5000.00000 5000.00| 7500.00000 7500.00|
FIELD OFFICE TYPE A | | |
LETTING DATE : 04/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : SCARBOROUGH TABULATION OF BIDS
CONTRACT ID : 007577.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000032 |( )
|A & V CONSTRUCTION, CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 643.72 LUMP| 15000.00000 15000.00| 12000.00000 12000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0600 652.31 20.000 EA | 60.00000 1200.00| 40.00000 800.00|
TYPE I BARRICADE | | |
0610 652.33 40.000 EA | 75.00000 3000.00| 40.00000 1600.00|
DRUM | | |
0620 652.34 20.000 EA | 15.00000 300.00| 5.00000 100.00|
CONE | | |
0630 652.35 20.000 M2 | 100.00000 2000.00| 65.00000 1300.00|
CONSTRUCTION SIGNS | | |
0640 652.361 170.000 LS | 8000.00000 8000.00| 5000.00000 5000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0650 652.38 200.000 MH | 15.00000 3000.00| 14.00000 2800.00|
FLAGGER | | |
0660 659.10 LUMP| 55000.00000 55000.00| 50000.00000 50000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 591,330.00| $ 663,498.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 591,330.00| $ 663,498.00| $
====================================================================================================================================