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LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00 COMPLETION DATE : 08/01/08
=========
PROJECT(S): BR-8979(00)X LOCATION(S): OLD TOWN - MILFORD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : OLD TOWN - MILFORD, BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 8,848,899.35 100.0000%
2 000008 CIANBRO CORPORATION $ 12,227,990.50 138.1866%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED 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 107.51 LUMP| 1000.00000 1000.00| 25000.00000 25000.00|
PROSECUTION OF WORK - INITIAL SCHEDULE | | |
0020 107.52 28.000 EA | 350.00000 9800.00| 1000.00000 28000.00|
PROSECUTION OF WORK - MONTHLY UPDATE | | |
0030 202.08 LUMP| 20000.00000 20000.00| 8000.00000 8000.00|
REMOVING BUILDING NO.: 1 | | |
0040 202.13 240.000 M | 35.00000 8400.00| 60.00000 14400.00|
REMOVING EXISTING RAILINGS (RETAINED BY | | |
DEPARTMENT) | | |
0050 202.19 5000.000 LS | 350000.00000 350000.00| 1010000.00000 1010000.00|
REMOVING EXISTING BRIDGE | | |
0060 203.20 3300.000 M3 | 10.00000 33000.00| 12.50000 41250.00|
COMMON EXCAVATION | | |
0070 203.21 30.000 M3 | 100.00000 3000.00| 140.00000 4200.00|
ROCK EXCAVATION | | |
0080 203.231 360.000 M3 | 85.00000 30600.00| 145.00000 52200.00|
DISPOSAL OF RIVERBED EXCAVATION | | |
0090 203.2312 LUMP| 2500.00000 2500.00| 15000.00000 15000.00|
HEALTH AND SAFETY PLAN | | |
0100 203.2333 100.000 MG | 75.00000 7500.00| 80.00000 8000.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0110 203.25 990.000 M3 | 20.00000 19800.00| 21.00000 20790.00|
GRANULAR BORROW | | |
0120 206.061 50.000 M3 | 25.00000 1250.00| 15.75000 787.50|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 206.07 154.000 M3 | 100.00000 15400.00| 145.00000 22330.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0140 206.082 1800.000 M3 | 15.00000 27000.00| 16.00000 28800.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0150 206.092 210.000 M3 | 75.00000 15750.00| 145.00000 30450.00|
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0160 206.10 1500.000 M3 | 40.00000 60000.00| 100.00000 150000.00|
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0170 206.11 135.000 M3 | 0.01000 1.35| 500.00000 67500.00|
STRUCTURAL ROCK EXCAVATION - PIERS | | |
0180 304.10 2250.000 M3 | 26.00000 58500.00| 32.00000 72000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0190 403.207 1130.000 MG | 55.00000 62150.00| 60.00000 67800.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0200 403.208 305.000 MG | 58.00000 17690.00| 64.00000 19520.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0210 403.209 160.000 MG | 115.00000 18400.00| 126.00000 20160.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0220 403.210 290.000 MG | 62.00000 17980.00| 68.00000 19720.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0230 403.213 460.000 MG | 58.00000 26680.00| 64.00000 29440.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0240 409.15 800.000 L | 2.00000 1600.00| 2.25000 1800.00|
BITUMINOUS TACK COAT APPLIED | | |
0250 502.219 845.000 LS | 510000.00000 510000.00| 615000.00000 615000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.229 835.000 LS | 125250.00000 125250.00| 141950.00000 141950.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS (PLACED UNDER WATER) | | |
0270 502.239 740.000 LS | 360000.00000 360000.00| 320000.00000 320000.00|
STRUCTURAL CONCRETE PIERS | | |
0280 502.24 110.000 M3 | 200.00000 22000.00| 400.00000 44000.00|
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
0290 502.249 1240.000 LS | 260000.00000 260000.00| 105000.00000 105000.00|
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 502.26 580.000 LS | 500000.00000 500000.00| 500000.00000 500000.00|
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0310 502.31 23.000 LS | 12000.00000 12000.00| 15000.00000 15000.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0320 502.49 96.000 LS | 50000.00000 50000.00| 25000.00000 25000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0330 502.56 270.000 M3 | 225.00000 60750.00| 300.00000 81000.00|
CONCRETE FILL | | |
0340 503.12 123300.000 KG | 0.95000 117135.00| 1.15000 141795.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0350 503.13 123300.000 KG | 0.80000 98640.00| 2.00000 246600.00|
REINFORCING STEEL, PLACING | | |
0360 503.17 130.000 EA | 16.00000 2080.00| 63.00000 8190.00|
MECHANICAL WELDED SPLICE | | |
0370 504.702 463729.000 LS | 1250000.00000 1250000.00| 1472824.00000 1472824.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0380 504.71 463729.000 LS | 200000.00000 200000.00| 346557.00000 346557.00|
STRUCTURAL STEEL ERECTION | | |
0390 505.08 3911.000 LS | 10000.00000 10000.00| 7500.00000 7500.00|
SHEAR CONNECTORS | | |
0400 507.0811 122.000 LS | 44000.00000 44000.00| 50000.00000 50000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0410 507.0831 140.000 LS | 75000.00000 75000.00| 85000.00000 85000.00|
STEEL BRIDGE RAILING, 4 BAR | | |
0420 508.14 1490.000 LS | 35000.00000 35000.00| 60000.00000 60000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0430 510.12 LUMP| 950000.00000 950000.00| 2500000.00000 2500000.00|
SPECIAL DETOUR__(M) ROADWAY WIDTH, | | |
VEHICULAR AND PEDESTRIAN SEPERATED 7.2 | | |
0440 511.07 LUMP| 100000.00000 100000.00| 1000.00000 1000.00|
COFFERDAM: ABUTMENT #1 | | |
0450 511.07 LUMP| 40000.00000 40000.00| 1000.00000 1000.00|
COFFERDAM: ABUTMENT #2 | | |
0460 511.07 LUMP| 250000.00000 250000.00| 825000.00000 825000.00|
COFFERDAM: PIER | | |
0470 512.081 73.000 LS | 4000.00000 4000.00| 5000.00000 5000.00|
FRENCH DRAINS | | |
0480 514.06 1.000 EA | 1200.00000 1200.00| 1500.00000 1500.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 515.21 490.000 LS | 2500.00000 2500.00| 20000.00000 20000.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0500 520.21 2.000 EA | 13000.00000 26000.00| 13000.00000 26000.00|
EXPANSION DEVICE - GLAND SEAL | | |
0510 523.52 15.000 EA | 1400.00000 21000.00| 1200.00000 18000.00|
BEARING INSTALLATION | | |
0520 523.5551 5.000 EA | 2500.00000 12500.00| 2700.00000 13500.00|
POT OR DISC BEARINGS, FIXED | | |
0530 523.5552 10.000 EA | 2500.00000 25000.00| 1800.00000 18000.00|
POT OR DISC BEARINGS, EXPANSION | | |
0540 524.301 LUMP| 60000.00000 60000.00| 25000.00000 25000.00|
TEMPORARY STRUCTURAL SUPPORT GIRDER 1 | | |
AND GIRDER 2 | | |
0550 524.301 LUMP| 250000.00000 250000.00| 250000.00000 250000.00|
TEMPORARY STRUCTURAL SUPPORT RAILROAD | | |
APPROACHES | | |
0560 526.301 380.000 LS | 50000.00000 50000.00| 100000.00000 100000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0570 526.34 4.000 EA | 2500.00000 10000.00| 14000.00000 56000.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0580 527.34 11.000 UN | 3200.00000 35200.00| 2600.00000 28600.00|
WORK ZONE CRASH CUSHIONS | | |
0590 603.159 162.000 M | 140.00000 22680.00| 80.00000 12960.00|
300 MM CULVERT PIPE OPTION III | | |
0600 603.199 88.000 M | 200.00000 17600.00| 105.00000 9240.00|
600 MM CULVERT PIPE OPTION III | | |
0610 604.15 2.800 EA | 2700.00000 7560.00| 1575.00000 4410.00|
MANHOLE | | |
0620 604.252 11.600 EA | 2200.00000 25520.00| 1260.00000 14616.00|
CATCH BASIN TYPE A5-C | | |
0630 605.09 135.000 M | 80.00000 10800.00| 80.00000 10800.00|
150 MM UNDERDRAIN TYPE B | | |
0640 605.11 110.000 M | 100.00000 11000.00| 105.00000 11550.00|
300 MM UNDERDRAIN TYPE C | | |
0650 605.15 28.000 M | 175.00000 4900.00| 185.00000 5180.00|
600 MM UNDERDRAIN TYPE C | | |
0660 606.1721 4.000 EA | 1500.00000 6000.00| 1575.00000 6300.00|
BRIDGE TRANSITION - TYPE 1 | | |
0670 606.24 50.000 M | 40.00000 2000.00| 42.00000 2100.00|
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0680 606.242 8.000 M | 50.00000 400.00| 52.50000 420.00|
GUARDRAIL TYPE 3D - OVER 4.5M RADIUS | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 606.265 1.000 EA | 30.00000 30.00| 31.50000 31.50|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0700 606.35 6.000 EA | 30.00000 180.00| 31.50000 189.00|
GUARDRAIL DELINEATOR POST | | |
0710 606.361 8.000 M | 30.00000 240.00| 31.50000 252.00|
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0720 606.79 3.000 EA | 2000.00000 6000.00| 2100.00000 6300.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0730 607.294 12.000 EA | 100.00000 1200.00| 100.00000 1200.00|
BARRIER BOULDERS | | |
0740 609.11 533.000 M | 75.00000 39975.00| 93.00000 49569.00|
VERTICAL CURB TYPE 1 | | |
0750 609.13 247.000 M | 125.00000 30875.00| 100.00000 24700.00|
VERTICAL BRIDGE CURB TYPE 1 | | |
0760 609.234 2.000 EA | 150.00000 300.00| 100.00000 200.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0770 609.237 15.000 EA | 250.00000 3750.00| 170.00000 2550.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0780 610.11 140.000 M3 | 45.00000 6300.00| 26.00000 3640.00|
STONE BLANKET | | |
0790 610.16 1800.000 M3 | 50.00000 90000.00| 52.50000 94500.00|
HEAVY RIPRAP | | |
0800 610.18 25.000 M3 | 45.00000 1125.00| 52.50000 1312.50|
STONE DITCH PROTECTION | | |
0810 613.319 1000.000 M2 | 2.00000 2000.00| 3.15000 3150.00|
EROSION CONTROL BLANKET | | |
0820 615.07 100.000 M3 | 25.00000 2500.00| 71.00000 7100.00|
LOAM | | |
0830 618.1401 2.000 UN | 65.00000 130.00| 42.00000 84.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0840 618.1411 20.000 UN | 40.00000 800.00| 42.00000 840.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0850 618.143 15.000 UN | 95.00000 1425.00| 110.00000 1650.00|
SPECIAL SEED MIX: PENOBSCOT WOODY SEED | | |
MIX | | |
0860 618.15 70.000 KG | 6.00000 420.00| 28.00000 1960.00|
TEMPORARY SEEDING | | |
0870 619.1201 20.000 UN | 21.00000 420.00| 22.00000 440.00|
MULCH - PLAN QUANTITY | | |
0880 619.1301 60.000 M3 | 45.00000 2700.00| 74.00000 4440.00|
BARK MULCH - PLAN QUANTITY | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 619.1401 60.000 M3 | 42.00000 2520.00| 74.00000 4440.00|
EROSION CONTROL MIX | | |
0900 620.58 1700.000 M2 | 4.00000 6800.00| 2.10000 3570.00|
EROSION CONTROL GEOTEXTILE | | |
0910 621.019 72.000 EA | 35.00000 2520.00| 57.00000 4104.00|
EVERGREEN TREES (600 MM - 900 MM) GROUP | | |
A | | |
0920 621.026 48.000 EA | 60.00000 2880.00| 87.00000 4176.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0930 621.267 12.000 EA | 310.00000 3720.00| 355.00000 4260.00|
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0940 621.389 6.000 EA | 60.00000 360.00| 60.00000 360.00|
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0950 621.54 48.000 EA | 35.00000 1680.00| 54.00000 2592.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0960 621.71 36.000 EA | 14.00000 504.00| 20.00000 720.00|
HERBACEOUS PERENNIALS GROUP A | | |
0970 621.80 LUMP| 2000.00000 2000.00| 5250.00000 5250.00|
ESTABLISHMENT PERIOD | | |
0980 626.22 180.000 M | 15.00000 2700.00| 23.00000 4140.00|
NON-METALLIC CONDUIT | | |
0990 626.32 4.000 EA | 800.00000 3200.00| 750.00000 3000.00|
600 MM FOUNDATION | | |
1000 626.35 2.000 EA | 650.00000 1300.00| 1000.00000 2000.00|
CONTROLLER CABINET FOUNDATION | | |
1010 627.711 1650.000 M | 0.40000 660.00| 0.42000 693.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
1020 627.75 12.000 M2 | 17.00000 204.00| 17.00000 204.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1030 627.76 LUMP| 2000.00000 2000.00| 640.00000 640.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
1040 627.77 300.000 M2 | 12.00000 3600.00| 12.00000 3600.00|
REMOVING PAVEMENT MARKINGS | | |
1050 627.811 100.000 EA | 6.00000 600.00| 6.30000 630.00|
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 629.05 40.000 HR | 25.00000 1000.00| 21.00000 840.00|
HAND LABOR, STRAIGHT TIME | | |
1070 631.12 24.000 HR | 75.00000 1800.00| 100.00000 2400.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1080 631.14 24.000 HR | 85.00000 2040.00| 100.00000 2400.00|
GRADER (INCLUDING OPERATOR) | | |
1090 631.15 24.000 HR | 65.00000 1560.00| 52.50000 1260.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
1100 631.172 40.000 HR | 45.00000 1800.00| 52.50000 2100.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1110 631.36 40.000 HR | 35.00000 1400.00| 42.00000 1680.00|
FOREPERSON | | |
1120 634.16 LUMP| 25000.00000 25000.00| 17000.00000 17000.00|
HIGHWAY LIGHTING | | |
1130 634.21 6.000 EA | 1800.00000 10800.00| 3500.00000 21000.00|
CONVENTIONAL LIGHT STANDARD | | |
1140 637.071 LUMP| 25000.00000 25000.00| 16000.00000 16000.00|
DUST CONTROL | | |
1150 638.01 LUMP| 5000.00000 5000.00| 4500.00000 4500.00|
EMBEDDED WORK IN STRUCTURES | | |
1160 639.18 1.000 EA | 20000.00000 20000.00| 66000.00000 66000.00|
FIELD OFFICE TYPE A | | |
1170 652.38 4500.000 HR | 15.00000 67500.00| 12.50000 56250.00|
FLAGGER | | |
1180 652.39 LUMP| 90000.00000 90000.00| 40000.00000 40000.00|
WORK ZONE TRAFFIC CONTROL | | |
1190 652.42 2.000 EA | 5000.00000 10000.00| 580.00000 1160.00|
AUTOMATIC ELECTRONIC VARIABLE MESSAGE | | |
BOARD | | |
1200 656.75 LUMP| 35000.00000 35000.00| 8000.00000 8000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1210 659.10 LUMP| 477000.00000 477000.00| 1100000.00000 1100000.00|
MOBILIZATION | | |
1220 660.21 3000.000 HR | 0.01000 30.00| 0.80000 2400.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 7,488,264.35| $ 11,580,216.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 BANGOR HYDRO ELECTRIC
| | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1230 206.07 21.000 M3 | 200.00000 4200.00| 160.00000 3360.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1240 502.56 40.000 M3 | 400.00000 16000.00| 260.00000 10400.00|
CONCRETE FILL | | |
1250 504.702 4379.000 LS | 20000.00000 20000.00| 13909.00000 13909.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
1260 504.71 4379.000 LS | 15000.00000 15000.00| 3273.00000 3273.00|
STRUCTURAL STEEL ERECTION | | |
1270 604.156 2.000 EA | 15000.00000 30000.00| 10000.00000 20000.00|
2400 MM MANHOLE | | |
1280 653.22 104.000 M2 | 20.00000 2080.00| 13.00000 1352.00|
50 MM POLYSTYRENE PLASTIC INSULATION | | |
1290 806.68 LUMP| 75000.00000 75000.00| 60000.00000 60000.00|
UTILITY CONDUIT | | |
SECTION TOTALS | $ 162,280.00| $ 112,294.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 MILFORD SEWER DEPARTMENT
| | |
1300 203.20 918.000 M3 | 25.00000 22950.00| 20.00000 18360.00|
COMMON EXCAVATION | | |
1310 206.07 231.000 M3 | 200.00000 46200.00| 130.00000 30030.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1320 304.10 268.000 M3 | 35.00000 9380.00| 40.00000 10720.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1330 502.56 11.000 M3 | 300.00000 3300.00| 130.00000 1430.00|
CONCRETE FILL | | |
1340 504.702 10705.000 LS | 42000.00000 42000.00| 34000.00000 34000.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
1350 504.71 10705.000 LS | 25000.00000 25000.00| 8000.00000 8000.00|
STRUCTURAL STEEL ERECTION | | |
1360 801.194 66.000 M | 500.00000 33000.00| 525.00000 34650.00|
450 MM PVC SANITARY SEWER (SDR-35) | | |
1370 801.208 168.000 M | 2900.00000 487200.00| 500.00000 84000.00|
450 MM CLAS 52 DI PIPE (BRIDGE CROSSING | | |
1380 801.44 168.000 M | 115.00000 19320.00| 100.00000 16800.00|
SEWER PIPE INSULATION | | |
1390 802.201 LUMP| 10000.00000 10000.00| 10000.00000 10000.00|
SEWAGE PUMPING ALLOWANCE | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 9
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1400 803.172 6.000 EA | 4000.00000 24000.00| 4500.00000 27000.00|
SEWER MANHOLE - 1.5 M DIAMETER | | |
1410 803.1732 1.000 EA | 5000.00000 5000.00| 5250.00000 5250.00|
SEWER MANHOLE - 1.8 M DIAMETER | | |
1420 805.293 191.000 M3 | 35.00000 6685.00| 33.00000 6303.00|
ADDITIONAL SELECT BACKFILL MATERIAL | | |
1430 827.31 268.000 M3 | 25.00000 6700.00| 24.00000 6432.00|
UNSUITABLE SOIL EXCAVATION | | |
1440 827.33 99.000 M | 30.00000 2970.00| 33.00000 3267.00|
TRENCH INSULATION | | |
1450 845.10 LUMP| 22000.00000 22000.00| 60000.00000 60000.00|
STRUCTURAL STEEL UTILITY SUPPORT SEWER | | |
SECTION TOTALS | $ 765,705.00| $ 356,242.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 OLD TOWN WATER DISTRICT
| | |
1460 206.07 171.000 M3 | 200.00000 34200.00| 130.00000 22230.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1470 504.702 487.000 LS | 5000.00000 5000.00| 1545.00000 1545.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
1480 504.71 487.000 LS | 6000.00000 6000.00| 364.00000 364.00|
STRUCTURAL STEEL ERECTION | | |
1490 822.36 250.000 M | 200.00000 50000.00| 210.00000 52500.00|
300 MM CLASS 52 DI PIPE | | |
1500 822.3602 140.000 M | 1600.00000 224000.00| 300.00000 42000.00|
300 MM CLASS 53 MECHANICAL JOINT DI PIP | | |
1510 823.311 4.000 EA | 650.00000 2600.00| 650.00000 2600.00|
300MM GATE VALVE WITH BOX | | |
1520 824.30 2.000 EA | 2000.00000 4000.00| 2400.00000 4800.00|
FIRE HYDRANTS | | |
1530 825.331 4.000 EA | 200.00000 800.00| 130.00000 520.00|
25 MM CURB STOP | | |
1540 825.332 4.000 EA | 250.00000 1000.00| 500.00000 2000.00|
25 MM CURB STOP WITH BOX | | |
1550 825.43 20.000 M | 150.00000 3000.00| 158.00000 3160.00|
25 MM COPPER SERVICE | | |
1560 827.33 30.000 M | 25.00000 750.00| 21.00000 630.00|
TRENCH INSULATION | | |
SECTION TOTALS | $ 331,350.00| $ 132,349.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 VERIZON
| | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 10
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008979.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000008 |( )
|REED & REED INC. |CIANBRO CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1570 206.07 34.000 M3 | 200.00000 6800.00| 130.00000 4420.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1580 502.56 58.000 M3 | 300.00000 17400.00| 130.00000 7540.00|
CONCRETE FILL | | |
1590 504.702 5839.000 LS | 30000.00000 30000.00| 18546.00000 18546.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
1600 504.71 5839.000 LS | 20000.00000 20000.00| 4364.00000 4364.00|
STRUCTURAL STEEL ERECTION | | |
1610 653.22 130.000 M2 | 25.00000 3250.00| 27.00000 3510.00|
50 MM POLYSTYRENE PLASTIC INSULATION | | |
SECTION TOTALS | $ 77,450.00| $ 38,380.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 ADELPHIA
| | |
1620 206.07 6.000 M3 | 200.00000 1200.00| 130.00000 780.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
1630 502.56 10.000 M3 | 300.00000 3000.00| 130.00000 1300.00|
CONCRETE FILL | | |
1640 504.702 1460.000 LS | 9000.00000 9000.00| 4636.00000 4636.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
1650 504.71 1460.000 LS | 10000.00000 10000.00| 1091.00000 1091.00|
STRUCTURAL STEEL ERECTION | | |
1660 653.22 26.000 M2 | 25.00000 650.00| 27.00000 702.00|
50 MM POLYSTYRENE PLASTIC INSULATION | | |
SECTION TOTALS | $ 23,850.00| $ 8,509.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 8,848,899.35| $ 12,227,990.50| $
====================================================================================================================================