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LETTING DATE : 09/28/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/28/05
PAGE : 1
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 008479.00 COMPLETION DATE : 09/01/06
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PROJECT(S): STP-8479(00)X LOCATION(S): WALDOBORO, HIGHWAY RESURFACING MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : WALDOBORO, HIGHWAY RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000855 BRIDGECORP $ 854,195.82 100.0000%
2 000022 LANE CONSTRUCTION CORP. (THE) $ 894,953.35 104.7715%
3 000164 C P M CONSTRUCTORS $ 994,917.75 116.4742%
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|( 1 ) 000855 |( 2 ) 000022 |( 3 ) 000164
|BRIDGECORP |LANE CONSTRUCTION CORP. (TH |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.070 HA | 18500.00000 1295.00| 40000.00000 2800.00| 15000.00000 1050.00
CLEARING | | |
0020 201.23 5.000 EA | 250.00000 1250.00| 400.00000 2000.00| 1000.00000 5000.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 3.000 EA | 300.00000 900.00| 300.00000 900.00| 500.00000 1500.00
REMOVING STUMP | | |
0040 202.15 4.000 EA | 500.00000 2000.00| 350.00000 1400.00| 1000.00000 4000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.202 1270.000 M2 | 8.67000 11010.90| 6.00000 7620.00| 4.00000 5080.00
REMOVING PAVEMENT SURFACE | | |
0060 202.203 100.000 M2 | 28.40000 2840.00| 22.00000 2200.00| 25.00000 2500.00
PAVEMENT BUTT JOINTS | | |
0070 203.20 725.000 M3 | 26.25000 19031.25| 27.00000 19575.00| 70.00000 50750.00
COMMON EXCAVATION | | |
0080 203.25 275.000 M3 | 45.00000 12375.00| 40.00000 11000.00| 35.00000 9625.00
GRANULAR BORROW | | |
0090 206.07 40.000 M3 | 235.00000 9400.00| 320.00000 12800.00| 275.00000 11000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 211.40 145.000 M | 43.50000 6307.50| 40.00000 5800.00| 45.00000 6525.00
NEW DITCH EXCAVATION | | |
0110 304.10 730.000 M3 | 35.25000 25732.50| 40.00000 29200.00| 80.00000 58400.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 09/28/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/28/05
PAGE : 2
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 008479.00
=========
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|( 1 ) 000855 |( 2 ) 000022 |( 3 ) 000164
|BRIDGECORP |LANE CONSTRUCTION CORP. (TH |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 307.32 800.000 M2 | 10.82000 8656.00| 8.00000 6400.00| 9.00000 7200.00
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0130 309.36 4800.000 M2 | 13.64000 65472.00| 18.00000 86400.00| 18.00000 86400.00
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0140 403.209 250.500 MG | 115.74000 28992.87| 150.00000 37575.00| 125.00000 31312.50
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0150 403.210 650.000 MG | 76.80000 49920.00| 78.00000 50700.00| 74.00000 48100.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 75.000 MG | 151.10000 11332.50| 88.00000 6600.00| 85.00000 6375.00
HOT MIX ASPHALT (SHIM) | | |
0170 403.213 800.000 MG | 77.37000 61896.00| 78.00000 62400.00| 74.00000 59200.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0180 409.15 1800.000 L | 3.34000 6012.00| 2.20000 3960.00| 2.00000 3600.00
BITUMINOUS TACK COAT APPLIED | | |
0190 411.10 50.000 M3 | 83.75000 4187.50| 75.00000 3750.00| 175.00000 8750.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0200 509.12 7875.000 LS | 55000.00000 55000.00| 80000.00000 80000.00| 125000.00000 125000.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0210 603.16 43.400 M | 72.00000 3124.80| 180.00000 7812.00| 365.00000 15841.00
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 92.000 M | 85.00000 7820.00| 190.00000 17480.00| 375.00000 34500.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 78.700 M | 395.00000 31086.50| 270.00000 21249.00| 400.00000 31480.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 6.000 M | 105.00000 630.00| 250.00000 1500.00| 500.00000 3000.00
600 MM CULVERT PIPE OPTION I | | |
0250 603.199 7.000 M | 675.00000 4725.00| 290.00000 2030.00| 800.00000 5600.00
600 MM CULVERT PIPE OPTION III | | |
0260 603.7315 7.500 M | 135.00000 1012.50| 180.00000 1350.00| 350.00000 2625.00
REMOVE & RELAY 375 MM METAL PIPE | | |
0270 604.092 5.000 EA | 2300.00000 11500.00| 4000.00000 20000.00| 5000.00000 25000.00
CATCH BASIN TYPE B1-C | | |
0280 604.164 8.000 EA | 1500.00000 12000.00| 4000.00000 32000.00| 1100.00000 8800.00
REBUILDING CATCH BASIN | | |
0290 604.167 4.000 EA | 550.00000 2200.00| 440.00000 1760.00| 450.00000 1800.00
ALTER CATCH BASIN GRATE TO CASCADE | | |
0300 604.247 2.000 EA | 1500.00000 3000.00| 3200.00000 6400.00| 3000.00000 6000.00
CATCH BASIN TYPE F5-C | | |
LETTING DATE : 09/28/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/28/05
PAGE : 3
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 008479.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000022 |( 3 ) 000164
|BRIDGECORP |LANE CONSTRUCTION CORP. (TH |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 605.09 66.000 M | 125.00000 8250.00| 140.00000 9240.00| 170.00000 11220.00
150 MM UNDERDRAIN TYPE B | | |
0320 605.12 150.000 M | 215.00000 32250.00| 185.00000 27750.00| 185.00000 27750.00
375 MM UNDERDRAIN TYPE C | | |
0330 606.23 41.910 M | 110.00000 4610.10| 61.00000 2556.51| 67.00000 2807.97
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0340 606.231 7.620 M | 60.00000 457.20| 67.00000 510.54| 73.00000 556.26
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0350 606.232 7.620 M | 60.00000 457.20| 65.00000 495.30| 71.00000 541.02
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0360 606.265 2.000 EA | 36.00000 72.00| 66.50000 133.00| 72.50000 145.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0370 606.353 5.000 EA | 48.00000 240.00| 7.00000 35.00| 8.00000 40.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0380 606.79 2.000 EA | 3000.00000 6000.00| 2109.00000 4218.00| 2250.00000 4500.00
GUARDRAIL 350 FLARED TERMINAL | | |
0390 607.165 18.000 M | 72.25000 1300.50| 70.00000 1260.00| 75.00000 1350.00
CHAIN LINK FENCE - 1.2 METER - WITHOUT | | |
TOP RAIL | | |
0400 608.26 7.500 M2 | 475.00000 3562.50| 350.00000 2625.00| 550.00000 4125.00
CURB RAMP DETECTABLE WARNING FIELD | | |
0410 608.46 216.000 M2 | 25.00000 5400.00| 20.00000 4320.00| 50.00000 10800.00
REGRADING SIDEWALK | | |
0420 609.11 428.200 M | 95.00000 40679.00| 90.00000 38538.00| 70.00000 29974.00
VERTICAL CURB TYPE 1 | | |
0430 609.234 8.000 EA | 165.00000 1320.00| 155.00000 1240.00| 300.00000 2400.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0440 609.237 19.000 EA | 210.00000 3990.00| 200.00000 3800.00| 350.00000 6650.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0450 609.31 325.000 M | 28.75000 9343.75| 24.00000 7800.00| 20.00000 6500.00
CURB TYPE 3 | | |
0460 610.08 30.000 M3 | 115.00000 3450.00| 75.00000 2250.00| 110.00000 3300.00
PLAIN RIPRAP | | |
0470 610.18 20.000 M3 | 125.00000 2500.00| 75.00000 1500.00| 140.00000 2800.00
STONE DITCH PROTECTION | | |
0480 613.319 175.000 M2 | 1.75000 306.25| 4.00000 700.00| 4.00000 700.00
EROSION CONTROL BLANKET | | |
0490 615.07 65.000 M3 | 100.00000 6500.00| 75.00000 4875.00| 150.00000 9750.00
LOAM | | |
LETTING DATE : 09/28/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/28/05
PAGE : 4
COUNTIE(S): LINCOLN TABULATION OF BIDS
CONTRACT ID : 008479.00
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000022 |( 3 ) 000164
|BRIDGECORP |LANE CONSTRUCTION CORP. (TH |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 618.1301 10.000 UN | 50.00000 500.00| 40.00000 400.00| 45.00000 450.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0510 618.1401 15.000 UN | 45.00000 675.00| 35.00000 525.00| 40.00000 600.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0520 619.1201 25.000 UN | 17.50000 437.50| 15.00000 375.00| 15.00000 375.00
MULCH - PLAN QUANTITY | | |
0530 620.58 80.000 M2 | 2.00000 160.00| 4.50000 360.00| 7.00000 560.00
EROSION CONTROL GEOTEXTILE | | |
0540 627.76 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| 5500.00000 5500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 8.000 HR | 45.00000 360.00| 27.00000 216.00| 35.00000 280.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.111 8.000 HR | 275.00000 2200.00| 220.00000 1760.00| 200.00000 1600.00
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0570 631.12 16.000 HR | 135.00000 2160.00| 150.00000 2400.00| 150.00000 2400.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0580 631.14 8.000 HR | 135.00000 1080.00| 110.00000 880.00| 150.00000 1200.00
GRADER (INCLUDING OPERATOR) | | |
0590 631.172 16.000 HR | 65.00000 1040.00| 60.00000 960.00| 55.00000 880.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0600 631.18 8.000 HR | 70.00000 560.00| 40.00000 320.00| 50.00000 400.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0610 636.63 35.000 M2 | 725.00000 25375.00| 400.00000 14000.00| 650.00000 22750.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN - 4' OR LESS | | |
0620 639.19 1.000 EA | 5000.00000 5000.00| 17000.00000 17000.00| 5500.00000 5500.00
FIELD OFFICE TYPE B | | |
0630 652.38 1500.000 HR | 17.50000 26250.00| 17.50000 26250.00| 17.00000 25500.00
FLAGGER | | |
0640 652.39 LUMP| 65000.00000 65000.00| 45000.00000 45000.00| 10000.00000 10000.00
WORK ZONE TRAFFIC CONTROL | | |
0650 656.75 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| 35000.00000 35000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0660 659.10 LUMP| 124500.00000 124500.00| 90000.00000 90000.00| 90000.00000 90000.00
MOBILIZATION | | |
SECTION TOTALS | $ 854,195.82| $ 894,953.35| $ 994,917.75
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CONTRACT TOTALS | $ 854,195.82| $ 894,953.35| $ 994,917.75
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