Skip Maine state header navigation
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010170.00 COMPLETION DATE : 01/11/05
=========
PROJECT(S): BH-A017(000)X LOCATION(S): Windham-Gorham MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________ AWARDED ACCORDING TO SECTION 001
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : WINDHAM-GORHAM, BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 2,836,419.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 2,990,574.00 105.4348%
====================================================================================================================================
|( 2 ) 000032 |( 1 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 1.000 LS | 300000.00000 300000.00| 250000.00000 250000.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 790.000 M3 | 15.00000 11850.00| 8.00000 6320.00|
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 25.00000 500.00| 30.00000 600.00|
COMMON BORROW | | |
0040 203.25 130.000 M3 | 30.00000 3900.00| 50.00000 6500.00|
GRANULAR BORROW | | |
0050 206.082 250.000 M3 | 25.00000 6250.00| 20.00000 5000.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.092 65.000 M3 | 175.00000 11375.00| 150.00000 9750.00|
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 206.10 14.000 M3 | 100.00000 1400.00| 120.00000 1680.00|
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0080 206.11 51.000 M3 | 200.00000 10200.00| 225.00000 11475.00|
STRUCTURAL ROCK EXCAVATION - PIERS | | |
0090 304.10 830.000 M3 | 24.00000 19920.00| 30.00000 24900.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 403.209 50.000 MG | 105.00000 5250.00| 105.00000 5250.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 190.000 MG | 125.00000 23750.00| 125.00000 23750.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010170.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.213 210.000 MG | 115.00000 24150.00| 115.00000 24150.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 280.000 L | 5.00000 1400.00| 5.00000 1400.00|
BITUMINOUS TACK COAT APPLIED | | |
0140 502.21 160.000 M3 | 800.00000 128000.00| 800.00000 128000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0150 502.22 325.000 M3 | 250.00000 81250.00| 225.00000 73125.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
0160 502.23 73.000 M3 | 1000.00000 73000.00| 800.00000 58400.00|
STRUCTURAL CONCRETE PIERS | | |
0170 502.24 193.000 M3 | 250.00000 48250.00| 225.00000 43425.00|
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
0180 502.25 54.000 LS | 90000.00000 90000.00| 50000.00000 50000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0190 502.31 18.000 LS | 9000.00000 9000.00| 10000.00000 10000.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0200 502.49 70.000 LS | 65000.00000 65000.00| 80000.00000 80000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 15000.000 KG | 1.00000 15000.00| 1.50000 22500.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 15000.000 KG | 1.00000 15000.00| 2.50000 37500.00|
REINFORCING STEEL, PLACING | | |
0230 508.14 510.000 LS | 18000.00000 18000.00| 16000.00000 16000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0240 510.11 LUMP| 10000.00000 10000.00| 15000.00000 15000.00|
SPECIAL DETOUR, PEDESTRIAN TRAFFIC ONLY | | |
0250 511.07 LUMP| 150000.00000 150000.00| 110000.00000 110000.00|
COFFERDAM: ABUTMENT NO. 1 | | |
0260 511.07 LUMP| 150000.00000 150000.00| 110000.00000 110000.00|
COFFERDAM: ABUTMENT NO. 2 | | |
0270 511.07 LUMP| 135000.00000 135000.00| 150000.00000 150000.00|
COFFERDAM: PIER | | |
0280 512.081 50.000 LS | 4000.00000 4000.00| 5500.00000 5500.00|
FRENCH DRAINS | | |
0290 514.06 1.000 EA | 1200.00000 1200.00| 750.00000 750.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0300 515.21 610.000 LS | 2500.00000 2500.00| 1700.00000 1700.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010170.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 526.323 102.000 LS | 85000.00000 85000.00| 55000.00000 55000.00|
TEXAS CLASSIC RAIL | | |
0320 535.62 297.000 LS | 470000.00000 470000.00| 500000.00000 500000.00|
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0330 603.169 7.600 M | 200.00000 1520.00| 100.00000 760.00|
375 MM CULVERT PIPE OPTION III | | |
0340 603.179 6.700 M | 220.00000 1474.00| 125.00000 837.50|
450 MM CULVERT PIPE OPTION III | | |
0350 604.072 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00|
CATCH BASIN TYPE A1-C | | |
0360 604.164 1.000 EA | 650.00000 650.00| 1000.00000 1000.00|
REBUILDING CATCH BASIN | | |
0370 606.1721 4.000 EA | 1900.00000 7600.00| 1710.00000 6840.00|
BRIDGE TRANSITION - TYPE 1 | | |
0380 606.18 17.000 M | 305.00000 5185.00| 305.00000 5185.00|
GUARDRAIL TYPE 3B - DOUBLE RAIL | | |
0390 606.265 3.000 EA | 36.00000 108.00| 36.00000 108.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.35 6.000 EA | 28.00000 168.00| 28.00000 168.00|
GUARDRAIL DELINEATOR POST | | |
0410 606.55 30.500 M | 70.00000 2135.00| 70.00000 2135.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0420 606.59 19.000 M | 84.00000 1596.00| 84.00000 1596.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0430 606.76 1.000 EA | 1620.00000 1620.00| 1620.00000 1620.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0440 609.11 124.000 M | 135.00000 16740.00| 100.00000 12400.00|
VERTICAL CURB TYPE 1 | | |
0450 609.237 5.000 EA | 325.00000 1625.00| 300.00000 1500.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0460 610.08 18.000 M3 | 80.00000 1440.00| 75.00000 1350.00|
PLAIN RIPRAP | | |
0470 610.09 5.000 M3 | 150.00000 750.00| 300.00000 1500.00|
HAND LAID RIPRAP | | |
0480 613.319 23.000 M2 | 5.00000 115.00| 10.00000 230.00|
EROSION CONTROL BLANKET | | |
0490 615.07 17.000 M3 | 35.00000 595.00| 70.00000 1190.00|
LOAM | | |
0500 618.1301 0.500 UN | 350.00000 175.00| 85.00000 42.50|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010170.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 618.1411 4.000 UN | 200.00000 800.00| 95.00000 380.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0520 619.1201 6.000 UN | 50.00000 300.00| 45.00000 270.00|
MULCH - PLAN QUANTITY | | |
0530 619.1401 34.000 M3 | 50.00000 1700.00| 50.00000 1700.00|
EROSION CONTROL MIX | | |
0540 620.58 49.000 M2 | 5.00000 245.00| 8.00000 392.00|
EROSION CONTROL GEOTEXTILE | | |
0550 627.711 450.000 M | 2.00000 900.00| 2.50000 1125.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0560 627.781 200.000 M | 3.25000 650.00| 3.50000 700.00|
TEMPORARY 150 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YEL LOW | | |
0570 629.05 20.000 HR | 30.00000 600.00| 25.00000 500.00|
HAND LABOR, STRAIGHT TIME | | |
0580 631.12 10.000 HR | 85.00000 850.00| 81.00000 810.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0590 631.14 10.000 HR | 90.00000 900.00| 96.00000 960.00|
GRADER (INCLUDING OPERATOR) | | |
0600 631.15 10.000 HR | 75.00000 750.00| 45.00000 450.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0610 631.172 10.000 HR | 45.00000 450.00| 45.00000 450.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 631.22 10.000 HR | 85.00000 850.00| 71.00000 710.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0630 635.14 40.000 M2 | 700.00000 28000.00| 650.00000 26000.00|
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0640 637.071 LUMP| 10000.00000 10000.00| 1500.00000 1500.00|
DUST CONTROL | | |
0650 639.18 1.000 EA | 10000.00000 10000.00| 13000.00000 13000.00|
FIELD OFFICE TYPE A | | |
0660 643.72 LUMP| 25000.00000 25000.00| 30000.00000 30000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0670 652.38 300.000 HR | 0.01000 3.00| 15.00000 4500.00|
FLAGGER | | |
0680 652.39 LUMP| 50000.00000 50000.00| 25000.00000 25000.00|
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010170.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 656.75 LUMP| 7500.00000 7500.00| 10000.00000 10000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0700 659.10 LUMP| 200000.00000 200000.00| 225000.00000 225000.00|
MOBILIZATION | | |
0710 660.21 1000.000 HR | 0.01000 10.00| 0.01000 10.00|
ON-THE-JOB TRAINING (BID) | | |
0720 890.01 LUMP| 30000.00000 30000.00| 50000.00000 50000.00|
SPECIAL WORK #1 | | |
SECTION TOTALS | $ 2,385,649.00| $ 2,271,594.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 UTILITY ITEMS
| | |
0730 206.092 5.000 M3 | 350.00000 1750.00| 200.00000 1000.00|
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0740 206.11 5.000 M3 | 500.00000 2500.00| 250.00000 1250.00|
STRUCTURAL ROCK EXCAVATION - PIERS | | |
0750 502.21 5.000 M3 | 900.00000 4500.00| 1000.00000 5000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0760 502.22 11.000 M3 | 250.00000 2750.00| 250.00000 2750.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED U NDER WATER) | | |
0770 502.23 8.000 M3 | 1200.00000 9600.00| 1000.00000 8000.00|
STRUCTURAL CONCRETE PIERS | | |
0780 502.24 17.000 M3 | 250.00000 4250.00| 250.00000 4250.00|
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
0790 502.25 2.000 LS | 7500.00000 7500.00| 2500.00000 2500.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0800 502.49 8.000 LS | 12000.00000 12000.00| 10000.00000 10000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0810 503.12 6350.000 KG | 1.10000 6985.00| 1.50000 9525.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0820 503.13 6350.000 KG | 1.10000 6985.00| 2.50000 15875.00|
REINFORCING STEEL, PLACING | | |
0830 515.21 60.000 LS | 1000.00000 1000.00| 1000.00000 1000.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0840 535.62 4.000 LS | 25000.00000 25000.00| 6000.00000 6000.00|
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010170.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( )
|REED & REED INC. |C P M CONSTRUCTORS |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0850 606.18 6.000 M | 325.00000 1950.00| 305.00000 1830.00|
GUARDRAIL TYPE 3B - DOUBLE RAIL | | |
0860 659.10 LUMP| 30000.00000 30000.00| 70000.00000 70000.00|
MOBILIZATION | | |
0870 845.10 LUMP| 215000.00000 215000.00| 420000.00000 420000.00|
STRUCTURAL STEEL UTILITY SUPPORT | | |
0880 845.101 LUMP| 119000.00000 119000.00| 160000.00000 160000.00|
STRUCTURAL STEEL UTILITY SUPPORT - | | |
FURNISH | | |
SECTION TOTALS | $ 450,770.00| $ 718,980.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,836,419.00| $ 2,990,574.00| $
====================================================================================================================================