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LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
COMPLETION DATE : 11/01/03
PROJECT(S): BR-BRF-6899(00)X COUNTIE(S) : KENNEBEC MAINE STATE DEPTARTMENT OF TRANSPORTATION
SOMERSET 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. $ 10,032,672.68 100.0000%
2 000164 C P M CONSTRUCTORS $ 10,221,980.56 101.8869%
3 000008 CIANBRO CORPORATION $ 10,369,647.27 103.3588%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE & HIGHWAY ITEMS
| | |
0387 107.51 LUMP| 2500.00000 2500.00| 50000.00000 50000.00| 10000.00000 10000.00
PROSECUTION OF WORK - INITIAL SCHEDULE | | |
0388 107.52 24.000 EA | 350.00000 8400.00| 250.00000 6000.00| 250.00000 6000.00
PROSECUTION OF WORK - MONTHLY UPDATE | | |
0389 202.19 2110.000 LS | 750000.00000 750000.00| 600000.00000 600000.00| 600000.00000 600000.00
REMOVING EXISTING BRIDGE | | |
0390 201.23 12.000 EA | 400.00000 4800.00| 800.00000 9600.00| 240.00000 2880.00
REMOVING SINGLE TREE TOP ONLY | | |
0400 201.24 13.000 EA | 200.00000 2600.00| 240.00000 3120.00| 360.00000 4680.00
REMOVING STUMP | | |
0410 202.08 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| 1000.00000 1000.00
REMOVING BUILDING NO.: 1 | | |
0420 202.08 LUMP| 15000.00000 15000.00| 40000.00000 40000.00| 1000.00000 1000.00
REMOVING BUILDING NO.: 2 | | |
0440 202.15 23.000 EA | 500.00000 11500.00| 350.00000 8050.00| 360.00000 8280.00
REMOVING MANHOLE OR CATCH BASIN | | |
0450 202.261 3.000 EA | 1250.00000 3750.00| 5000.00000 15000.00| 1250.00000 3750.00
REMOVAL AND DISPOSAL OF UNDERGROUND | | |
STORAGE TANKS | | |
0460 203.20 7700.000 M3 | 8.00000 61600.00| 9.50000 73150.00| 19.00000 146300.00
COMMON EXCAVATION | | |
0470 203.231 750.000 M3 | 18.00000 13500.00| 10.00000 7500.00| 20.00000 15000.00
DISPOSAL OF RIVERBED EXCAVATION | | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0472 203.2312 LUMP| 3500.00000 3500.00| 20000.00000 20000.00| 10000.00000 10000.00
HEALTH AND SAFETY PLAN | | |
0473 203.2315 LUMP| 75000.00000 75000.00| 3000.00000 3000.00| 12000.00000 12000.00
TEMPORARY SECURED STOCKPILE AREA | | |
0480 203.233 900.000 M3 | 25.00000 22500.00| 75.00000 67500.00| 25.00000 22500.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0490 203.24 5300.000 M3 | 12.00000 63600.00| 13.00000 68900.00| 14.00000 74200.00
COMMON BORROW | | |
0500 203.25 3750.000 M3 | 14.00000 52500.00| 31.00000 116250.00| 20.00000 75000.00
GRANULAR BORROW | | |
0510 206.082 2730.000 M3 | 17.00000 46410.00| 16.50000 45045.00| 11.00000 30030.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0520 206.09 30.000 M3 | 100.00000 3000.00| 220.00000 6600.00| 500.00000 15000.00
STRUCTURAL ROCK EXCAVATION - ABUTMENTS | | |
AND RETAINING WALLS | | |
0530 206.10 625.000 M3 | 70.00000 43750.00| 20.00000 12500.00| 45.00000 28125.00
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0540 206.11 30.000 M3 | 275.00000 8250.00| 220.00000 6600.00| 1.00000 30.00
STRUCTURAL ROCK EXCAVATION - PIERS | | |
0550 304.10 8500.000 M3 | 16.00000 136000.00| 27.50000 233750.00| 26.50000 225250.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0560 403.207 2700.000 MG | 55.00000 148500.00| 58.00000 156600.00| 55.00000 148500.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0570 403.208 1700.000 MG | 45.00000 76500.00| 47.00000 79900.00| 45.00000 76500.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0580 403.209 350.000 MG | 90.00000 31500.00| 95.00000 33250.00| 90.00000 31500.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0590 403.210 960.000 MG | 55.00000 52800.00| 58.00000 55680.00| 55.00000 52800.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0600 409.15 1900.000 L | 1.50000 2850.00| 1.50000 2850.00| 1.50000 2850.00
BITUMINOUS TACK COAT APPLIED | | |
0610 420.41 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| 1200.00000 1200.00
ULTRA THIN BONDED WHITETOPPING | | |
0620 502.21 1625.000 M3 | 575.00000 934375.00| 550.00000 893750.00| 550.00000 893750.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0630 502.239 751.000 LS | 550000.00000 550000.00| 500000.00000 500000.00| 575000.00000 575000.00
STRUCTURAL CONCRETE PIERS | | |
0640 502.24 720.000 M3 | 150.00000 108000.00| 200.00000 144000.00| 175.00000 126000.00
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0650 502.26 1085.000 LS | 1075000.00000 1075000.00| 800000.00000 800000.00| 800000.00000 800000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0660 502.31 70.000 LS | 40000.00000 40000.00| 15000.00000 15000.00| 25000.00000 25000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0670 502.49 256.000 LS | 160000.00000 160000.00| 90000.00000 90000.00| 70000.00000 70000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0680 503.12 72000.000 KG | 0.70000 50400.00| 0.60000 43200.00| 0.50000 36000.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0690 503.13 72000.000 KG | 1.00000 72000.00| 0.66000 47520.00| 0.80000 57600.00
REINFORCING STEEL, PLACING | | |
0700 504.701 83750.000 LS | 175000.00000 175000.00| 160000.00000 160000.00| 180000.00000 180000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, ROLLED | | |
0710 504.702 457500.000 LS | 1250000.00000 1250000.00| 1300000.00000 1300000.00| 1250000.00000 1250000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0720 504.71 541250.000 LS | 150000.00000 150000.00| 220000.00000 220000.00| 350000.00000 350000.00
STRUCTURAL STEEL ERECTION | | |
0730 505.08 12726.000 LS | 20000.00000 20000.00| 22000.00000 22000.00| 18200.00000 18200.00
SHEAR CONNECTORS | | |
0740 507.083 267.000 M | 500.00000 133500.00| 475.00000 126825.00| 500.00000 133500.00
STEEL BRIDGE RAILING, 4-BAR | | |
0750 507.0832 310.000 LS | 150000.00000 150000.00| 140000.00000 140000.00| 130000.00000 130000.00
STEEL BRIDGE RAILING, 4 BAR, | | |
TRAFFIC/BICYCLE | | |
0760 507.40 32.000 M | 600.00000 19200.00| 750.00000 24000.00| 600.00000 19200.00
STEEL PEDESTRIAN RAILING | | |
0770 508.13 3450.000 LS | 32000.00000 32000.00| 26000.00000 26000.00| 20000.00000 20000.00
MEMBRANE WATERPROOFING | | |
0780 511.07 LUMP| 60000.00000 60000.00| 5000.00000 5000.00| 80000.00000 80000.00
COFFERDAM: CENTER BR. - ABT. NO. 1 | | |
0790 511.07 LUMP| 1.00000 1.00| 2000.00000 2000.00| 20000.00000 20000.00
COFFERDAM: CENTER BR. - ABT. NO. 2 | | |
0800 511.07 LUMP| 60000.00000 60000.00| 120000.00000 120000.00| 160000.00000 160000.00
COFFERDAM: CENTER BR. - PIER NO. 1 | | |
0810 511.07 LUMP| 50000.00000 50000.00| 100000.00000 100000.00| 150000.00000 150000.00
COFFERDAM: CENTER BR. - PIER NO. 2 | | |
0820 511.07 LUMP| 1.00000 1.00| 2000.00000 2000.00| 30000.00000 30000.00
COFFERDAM: EAST BR. - ABT. NO. 1 | | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0830 511.07 LUMP| 40000.00000 40000.00| 2000.00000 2000.00| 75000.00000 75000.00
COFFERDAM: EAST BR. - ABT. NO. 2 | | |
0840 511.07 LUMP| 45000.00000 45000.00| 108000.00000 108000.00| 100000.00000 100000.00
COFFERDAM: EAST BR. - PIER NO.1 | | |
0850 511.07 LUMP| 50000.00000 50000.00| 108000.00000 108000.00| 90000.00000 90000.00
COFFERDAM: EAST BR. - PIER NO.2 | | |
0860 511.07 LUMP| 80000.00000 80000.00| 25000.00000 25000.00| 250000.00000 250000.00
COFFERDAM: WEST BR. - ABT. NO. 2 | | |
0870 511.07 LUMP| 35000.00000 35000.00| 90000.00000 90000.00| 120000.00000 120000.00
COFFERDAM: WEST BR. - PIER | | |
0880 511.07 LUMP| 85000.00000 85000.00| 12000.00000 12000.00| 215000.00000 215000.00
COFFERDAM: WEST BR. ABT. NO 1 | | |
0890 512.081 180.000 LS | 13000.00000 13000.00| 8500.00000 8500.00| 35000.00000 35000.00
FRENCH DRAINS | | |
0900 514.06 1.000 EA | 1500.00000 1500.00| 750.00000 750.00| 1100.00000 1100.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0910 515.21 4500.000 LS | 8000.00000 8000.00| 3300.00000 3300.00| 7500.00000 7500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0920 520.21 2.000 EA | 16000.00000 32000.00| 14000.00000 28000.00| 15000.00000 30000.00
EXPANSION DEVICE - GLAND SEAL | | |
0930 520.22 2.000 EA | 19000.00000 38000.00| 16500.00000 33000.00| 15000.00000 30000.00
EXPANSION DEVICE - COMPRESSION SEAL | | |
0940 523.08 58.000 EA | 1900.00000 110200.00| 1750.00000 101500.00| 1600.00000 92800.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0950 526.34 13.000 EA | 1900.00000 24700.00| 1300.00000 16900.00| 3000.00000 39000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0960 603.159 149.320 M | 82.00000 12244.24| 133.00000 19859.56| 80.00000 11945.60
300 MM CULVERT PIPE OPTION III | | |
0970 603.169 15.500 M | 193.00000 2991.50| 180.00000 2790.00| 80.00000 1240.00
375 MM CULVERT PIPE OPTION III | | |
0980 603.179 89.600 M | 125.00000 11200.00| 163.00000 14604.80| 85.00000 7616.00
450 MM CULVERT PIPE OPTION III | | |
0990 603.195 11.310 M | 180.00000 2035.80| 238.00000 2691.78| 135.00000 1526.85
600 MM RCP CLASS III | | |
1000 603.199 105.430 M | 223.00000 23510.89| 215.00000 22667.45| 105.00000 11070.15
600 MM CULVERT PIPE OPTION III | | |
1010 604.072 26.500 EA | 2200.00000 58300.00| 2450.00000 64925.00| 1825.00000 48362.50
CATCH BASIN TYPE A1-C | | |
1020 604.092 5.500 EA | 2000.00000 11000.00| 1980.00000 10890.00| 1825.00000 10037.50
CATCH BASIN TYPE B1-C | | |
1030 604.18 6.000 EA | 410.00000 2460.00| 300.00000 1800.00| 410.00000 2460.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1040 604.182 8.000 EA | 250.00000 2000.00| 350.00000 2800.00| 335.00000 2680.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
1050 604.245 1.000 EA | 1300.00000 1300.00| 1100.00000 1100.00| 1550.00000 1550.00
CATCH BASIN TYPE F4-C | | |
1060 604.2494 1.000 EA | 1500.00000 1500.00| 1500.00000 1500.00| 1550.00000 1550.00
CATCH BASIN TYPE F7-C | | |
1070 605.09 81.000 M | 69.00000 5589.00| 115.00000 9315.00| 80.00000 6480.00
150 MM UNDERDRAIN TYPE B | | |
1080 605.11 319.410 M | 95.00000 30343.95| 145.00000 46314.45| 85.00000 27149.85
300 MM UNDERDRAIN TYPE C | | |
1090 605.13 234.030 M | 121.00000 28317.63| 185.00000 43295.55| 90.00000 21062.70
450 MM UNDERDRAIN TYPE C | | |
1100 605.15 187.760 M | 161.00000 30229.36| 240.00000 45062.40| 150.00000 28164.00
600 MM UNDERDRAIN TYPE C | | |
1110 606.17 236.261 M | 31.00000 7324.09| 32.00000 7560.35| 25.00000 5906.53
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
1120 606.1721 13.000 EA | 1100.00000 14300.00| 1200.00000 15600.00| 1100.00000 14300.00
BRIDGE TRANSITION - TYPE 1 | | |
1130 606.21 7.620 M | 32.00000 243.84| 32.00000 243.84| 32.00000 243.84
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
1140 606.22 43.762 M | 32.00000 1400.38| 32.00000 1400.38| 32.00000 1400.38
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
1150 606.265 6.000 EA | 60.00000 360.00| 60.00000 360.00| 60.00000 360.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
1160 606.47 6.000 EA | 35.00000 210.00| 35.00000 210.00| 35.00000 210.00
SINGLE WOOD POST | | |
1170 606.76 2.000 EA | 1400.00000 2800.00| 1500.00000 3000.00| 1400.00000 2800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
1180 608.07 7.000 M2 | 83.00000 581.00| 120.00000 840.00| 61.00000 427.00
PLAIN CONCRETE SIDEWALK | | |
1190 608.10 10.000 M2 | 107.00000 1070.00| 120.00000 1200.00| 61.00000 610.00
BRICK SIDEWALK, REMOVE AND REBUILD | | |
1200 608.241 192.000 M2 | 88.00000 16896.00| 105.00000 20160.00| 85.00000 16320.00
INTERLOCKING CONCRETE PAVER PAVING | | |
1210 609.11 929.000 M | 138.00000 128202.00| 75.00000 69675.00| 57.00000 52953.00
VERTICAL CURB TYPE 1 | | |
1220 609.12 67.000 M | 142.00000 9514.00| 103.00000 6901.00| 85.00000 5695.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
1230 609.234 12.000 EA | 115.00000 1380.00| 115.00000 1380.00| 71.00000 852.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1240 609.237 74.000 EA | 250.00000 18500.00| 180.00000 13320.00| 125.00000 9250.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
1250 609.26 12.000 EA | 320.00000 3840.00| 365.00000 4380.00| 290.00000 3480.00
CURB TRANSITION SECTION B TYPE 1 | | |
1260 609.31 35.000 M | 12.00000 420.00| 12.00000 420.00| 12.00000 420.00
CURB TYPE 3 | | |
1270 609.34 31.000 M | 66.00000 2046.00| 72.00000 2232.00| 47.00000 1457.00
CURB TYPE 5 | | |
1280 609.35 7.000 M | 214.00000 1498.00| 206.00000 1442.00| 168.00000 1176.00
CURB TYPE 5 - CIRCULAR | | |
1290 610.08 1656.000 M3 | 42.00000 69552.00| 60.00000 99360.00| 55.00000 91080.00
PLAIN RIPRAP | | |
1300 612.06 15.000 M2 | 24.00000 360.00| 25.00000 375.00| 23.00000 345.00
BITUMINOUS SEALING - BLACK | | |
1310 613.319 100.000 M2 | 3.00000 300.00| 3.00000 300.00| 4.00000 400.00
TEMPORARY EROSION CONTROL BLANKET | | |
1320 615.07 425.000 M3 | 26.00000 11050.00| 44.00000 18700.00| 42.00000 17850.00
LOAM | | |
1330 617.381 200.000 M3 | 19.00000 3800.00| 44.00000 8800.00| 40.00000 8000.00
WOOD WASTE EROSION CONTROL MIX | | |
1340 618.1301 85.000 UN | 33.00000 2805.00| 20.00000 1700.00| 19.00000 1615.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
1350 619.1201 110.000 UN | 25.00000 2750.00| 10.00000 1100.00| 10.00000 1100.00
MULCH - PLAN QUANTITY | | |
1360 620.58 25.000 M2 | 5.00000 125.00| 25.00000 625.00| 5.00000 125.00
EROSION CONTROL GEOTEXTILE | | |
1370 621.01 500.000 EA | 4.00000 2000.00| 5.00000 2500.00| 4.00000 2000.00
EVERGREEN TREES (200 MM - 300 MM) | | |
1380 621.037 9.000 EA | 150.00000 1350.00| 100.00000 900.00| 150.00000 1350.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
1390 621.201 20.000 EA | 425.00000 8500.00| 400.00000 8000.00| 425.00000 8500.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
1400 621.202 13.000 EA | 425.00000 5525.00| 450.00000 5850.00| 425.00000 5525.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
1410 621.273 13.000 EA | 425.00000 5525.00| 480.00000 6240.00| 425.00000 5525.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
1420 621.413 12.000 EA | 80.00000 960.00| 80.00000 960.00| 80.00000 960.00
DWARF EVERGREENS (900 MM - 1050 MM) | | |
GROUP A | | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1430 621.546 41.000 EA | 40.00000 1640.00| 40.00000 1640.00| 40.00000 1640.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
1440 621.65 3.000 EA | 25.00000 75.00| 25.00000 75.00| 25.00000 75.00
VINES (300 MM - 375 MM) GROUP A | | |
1450 621.71 60.000 EA | 12.00000 720.00| 10.00000 600.00| 12.00000 720.00
HERBACEOUS PERENNIALS GROUP A | | |
1460 621.80 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 1000.00000 1000.00
ESTABLISHMENT PERIOD | | |
1470 626.11 4.000 EA | 350.00000 1400.00| 350.00000 1400.00| 2900.00000 11600.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
1480 626.22 665.000 M | 50.00000 33250.00| 52.00000 34580.00| 49.00000 32585.00
NON-METALLIC CONDUIT | | |
1490 626.31 1.000 EA | 500.00000 500.00| 485.00000 485.00| 500.00000 500.00
450 MM FOUNDATION | | |
1500 626.33 10.000 EA | 900.00000 9000.00| 1000.00000 10000.00| 900.00000 9000.00
750 MM FOUNDATION | | |
1510 626.35 1.000 EA | 600.00000 600.00| 585.00000 585.00| 600.00000 600.00
CONTROLLER CABINET FOUNDATION | | |
1520 627.71 3500.000 M | 0.35000 1225.00| 0.33000 1155.00| 0.33000 1155.00
100 MM WHITE PAVEMENT MARKING LINE | | |
1530 627.73 1500.000 M | 0.70000 1050.00| 0.66000 990.00| 0.66000 990.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
1540 627.75 225.000 M2 | 17.00000 3825.00| 15.00000 3375.00| 16.00000 3600.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1550 627.78 3000.000 M | 0.70000 2100.00| 0.50000 1500.00| 0.70000 2100.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1560 629.05 65.000 MH | 15.00000 975.00| 25.00000 1625.00| 19.00000 1235.00
HAND LABOR, STRAIGHT TIME | | |
1570 631.12 90.000 HR | 90.00000 8100.00| 100.00000 9000.00| 85.00000 7650.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1580 631.172 140.000 HR | 40.00000 5600.00| 45.00000 6300.00| 55.00000 7700.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1590 631.18 25.000 HR | 25.00000 625.00| 40.00000 1000.00| 30.00000 750.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1600 631.20 25.000 HR | 110.00000 2750.00| 100.00000 2500.00| 125.00000 3125.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1610 631.22 40.000 HR | 85.00000 3400.00| 75.00000 3000.00| 75.00000 3000.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1620 631.32 100.000 HR | 140.00000 14000.00| 120.00000 12000.00| 127.50000 12750.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1630 631.36 40.000 MH | 25.00000 1000.00| 35.00000 1400.00| 33.00000 1320.00
FOREMAN | | |
1640 634.16 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 8000.00000 8000.00
HIGHWAY LIGHTING | | |
1650 634.206 14.000 EA | 4000.00000 56000.00| 4200.00000 58800.00| 1150.00000 16100.00
LIGHT STANDARD FOR POST TOP LUMINAIRE | | |
1660 636.30 110.000 M2 | 475.00000 52250.00| 50.00000 5500.00| 485.00000 53350.00
M.S.E. RETAINING WALL | | |
1670 636.61 40.000 M2 | 425.00000 17000.00| 380.00000 15200.00| 330.00000 13200.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
1680 637.071 LUMP| 6000.00000 6000.00| 25000.00000 25000.00| 13000.00000 13000.00
DUST CONTROL | | |
1690 638.01 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 3800.00000 3800.00
EMBEDDED WORK IN STRUCTURES | | |
1700 639.18 1.000 EA | 10001.00000 10001.00| 16000.00000 16000.00| 40000.00000 40000.00
FIELD OFFICE TYPE A | | |
1710 642.17 2.000 M3 | 1000.00000 2000.00| 1500.00000 3000.00| 350.00000 700.00
CAST-IN-PLACE CONCRETE STEPS | | |
1720 643.80 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 48000.00000 48000.00
TRAFFIC SIGNALS AT | | |
1730 643.91 2.000 EA | 175.00000 350.00| 200.00000 400.00| 175.00000 350.00
MAST ARM POLE | | |
1740 643.92 1.000 EA | 700.00000 700.00| 700.00000 700.00| 700.00000 700.00
PEDESTAL POLE | | |
1750 643.94 2.000 EA | 7500.00000 15000.00| 7700.00000 15400.00| 7500.00000 15000.00
DUAL PURPOSE POLE | | |
1760 652.39 LUMP| 210000.00000 210000.00| 200000.00000 200000.00| 255000.00000 255000.00
WORK ZONE TRAFFIC CONTROL | | |
1770 656.75 LUMP| 20000.00000 20000.00| 75000.00000 75000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1790 659.10 LUMP| 580000.00000 580000.00| 830000.00000 830000.00| 850000.00000 850000.00
MOBILIZATION | | |
1800 660.21 4000.000 MH | 0.01000 40.00| 1.00000 4000.00| 1.00000 4000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 8,985,772.68| $ 9,078,150.56| $ 9,693,450.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SEWER ITEMS - NON-PART.
| | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0010 801.16 63.000 M | 150.00000 9450.00| 225.00000 14175.00| 180.00000 11340.00
150 MM SANITARY SEWER | | |
0020 801.17 175.000 M | 160.00000 28000.00| 236.00000 41300.00| 190.00000 33250.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
0030 802.25 51.000 EA | 800.00000 40800.00| 705.00000 35955.00| 450.00000 22950.00
UTILITY PIPE HANGER - TYPE 1 (200 MM) | | |
0040 802.251 50.000 EA | 800.00000 40000.00| 685.00000 34250.00| 450.00000 22500.00
UTILITY PIPE HANGER - TYPE 2 (200 MM) | | |
0050 803.16 5.000 EA | 3000.00000 15000.00| 3675.00000 18375.00| 3750.00000 18750.00
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
0060 803.1651 2.000 EA | 3200.00000 6400.00| 3860.00000 7720.00| 4700.00000 9400.00
1.5 M DIAMETER PRECAST SEWER MANHOLE | | |
0070 812.162 9.000 EA | 500.00000 4500.00| 365.00000 3285.00| 315.00000 2835.00
ADJUST SEWER MANHOLE TO GRADE | | |
0080 822.321 45.000 M | 200.00000 9000.00| 185.00000 8325.00| 115.00000 5175.00
100 MM CLASS 52 DI PIPE | | |
0090 822.34 122.500 M | 200.00000 24500.00| 250.00000 30625.00| 245.00000 30012.50
200 MM CLASS 52 DI PIPE | | |
0100 822.341 52.000 M | 325.00000 16900.00| 555.00000 28860.00| 250.00000 13000.00
200 MM INSULATED CLASS 52 D.I. PIPE | | |
0110 822.342 277.000 M | 500.00000 138500.00| 425.00000 117725.00| 200.00000 55400.00
200 MM INSULATED CLASS 52 DI BRIDGE | | |
CROSSING PIPE | | |
0120 822.367 6.000 EA | 2200.00000 13200.00| 3215.00000 19290.00| 1600.00000 9600.00
200 MM EXPANSION JOINT | | |
0130 822.373 37.000 M | 950.00000 35150.00| 1035.00000 38295.00| 340.00000 12580.00
500 MM DI PIPE SLEEVE | | |
0140 822.3731 36.500 M | 650.00000 23725.00| 675.00000 24637.50| 0.01000 0.37
600 MM DI PIPE SLEEVE | | |
SECTION TOTALS | $ 405,125.00| $ 422,817.50| $ 246,792.87
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 WATER ITEMS - NON-PART.
| | |
0150 802.26 51.000 EA | 1000.00000 51000.00| 970.00000 49470.00| 730.00000 37230.00
UTILITY PIPE HANGER - TYPE 1 (300 MM) | | |
0160 802.261 50.000 EA | 950.00000 47500.00| 905.00000 45250.00| 675.00000 33750.00
UTILITY PIPE HANGER - TYPE 2 (300 MM) | | |
0170 822.33 56.500 M | 450.00000 25425.00| 315.00000 17797.50| 205.00000 11582.50
150 MM CLASS 52 DI PIPE | | |
0180 822.34 106.500 M | 175.00000 18637.50| 400.00000 42600.00| 190.00000 20235.00
200 MM CLASS 52 DI PIPE | | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 822.36 446.000 M | 250.00000 111500.00| 420.00000 187320.00| 210.00000 93660.00
300 MM CLASS 52 DI PIPE | | |
0200 822.361 279.500 M | 675.00000 188662.50| 565.00000 157917.50| 325.00000 90837.50
300 MM INSULATED CLASS 52 DUCTILE IRON | | |
PIPE | | |
0210 822.362 61.000 M | 625.00000 38125.00| 585.00000 35685.00| 260.00000 15860.00
300 MM INSULATED CLASS 52 DI BRIDGE | | |
CROSSING PIPE | | |
0220 822.363 6.000 EA | 3500.00000 21000.00| 4550.00000 27300.00| 2500.00000 15000.00
300 MM EXPANSION JOINT | | |
0230 822.3731 36.500 M | 650.00000 23725.00| 640.00000 23360.00| 355.00000 12957.50
600 MM DI PIPE SLEEVE | | |
0240 823.311 9.000 EA | 1900.00000 17100.00| 2460.00000 22140.00| 1320.00000 11880.00
300MM GATE VALVE WITH BOX | | |
0250 823.3251 2.000 EA | 1500.00000 3000.00| 1565.00000 3130.00| 850.00000 1700.00
200MM GATE VALVE WITH BOX | | |
0260 823.33 2.000 EA | 600.00000 1200.00| 1345.00000 2690.00| 625.00000 1250.00
GATE VALVE WITH BOX - 150 MM | | |
0270 824.30 3.000 EA | 3000.00000 9000.00| 5885.00000 17655.00| 3400.00000 10200.00
FIRE HYDRANTS | | |
0280 825.311 11.000 EA | 250.00000 2750.00| 250.00000 2750.00| 80.00000 880.00
19 MM CORPORATION | | |
0290 825.312 11.000 EA | 110.00000 1210.00| 315.00000 3465.00| 125.00000 1375.00
19 MM CURB STOP | | |
0300 825.33 1.000 EA | 300.00000 300.00| 260.00000 260.00| 135.00000 135.00
25 MM CORPORATION | | |
0310 825.322 1.000 EA | 120.00000 120.00| 505.00000 505.00| 350.00000 350.00
50 MM CURB STOP | | |
0320 825.41 167.500 M | 80.00000 13400.00| 100.00000 16750.00| 120.00000 20100.00
19 MM COPPER SERVICE | | |
0330 825.42 4.500 M | 200.00000 900.00| 165.00000 742.50| 150.00000 675.00
50 MM COPPER SERVICE | | |
SECTION TOTALS | $ 574,555.00| $ 656,787.50| $ 379,657.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 HIGHWAY LIGHTING ITEMS - NON-PART.
| | |
0340 634.2041 16.000 EA | 750.00000 12000.00| 715.00000 11440.00| 550.00000 8800.00
LUMINARIES | | |
0350 634.270 730.000 M | 9.00000 6570.00| 9.50000 6935.00| 7.20000 5256.00
HIGHWAY LIGHTING SYSTEM WIRING | | |
SECTION TOTALS | $ 18,570.00| $ 18,375.00| $ 14,056.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 CABLE T.V. - NON-PART.
| | |
LETTING DATE : 11/21/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : FAIRFIELD TABULATION OF BIDS
BENTON
CONTRACT ID : 006899.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000008
|REED & REED INC. |C P M CONSTRUCTORS |CIANBRO CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 626.21 560.000 M | 60.00000 33600.00| 55.00000 30800.00| 43.00000 24080.00
METALLIC CONDUIT | | |
0370 626.212 430.000 M | 35.00000 15050.00| 35.00000 15050.00| 27.00000 11610.00
METALLIC CONDUIT - CONCRETE ENCASED | | |
SECTION TOTALS | $ 48,650.00| $ 45,850.00| $ 35,690.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 10,032,672.68| $ 10,221,980.56| $ 10,369,647.27
====================================================================================================================================