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LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 1
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10 COMPLETION DATE : 06/30/06
=========
PROJECT(S): NH-1869(10)E LOCATION(S): CAMDEN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CAMDEN, HIGHWAY RECONSTRUCTION NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 7,133,025.10 100.0000%
2 000649 SARGENT & SARGENT, INC. $ 7,221,035.00 101.2338%
3 000855 BRIDGECORP $ 7,295,296.00 102.2749%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.51 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 10000.00000 10000.00
PROSECUTION OF WORK - INITIAL SCHEDULE | | |
0020 107.52 10.000 EA | 1500.00000 15000.00| 1500.00000 15000.00| 500.00000 5000.00
PROSECUTION OF WORK - MONTHLY UPDATE | | |
0030 201.111 LUMP| 30000.00000 30000.00| 50000.00000 50000.00| 50000.00000 50000.00
CLEARING | | |
0040 201.23 12.000 EA | 750.00000 9000.00| 1000.00000 12000.00| 850.00000 10200.00
REMOVING SINGLE TREE TOP ONLY | | |
0050 201.24 13.000 EA | 300.00000 3900.00| 250.00000 3250.00| 250.00000 3250.00
REMOVING STUMP | | |
0060 202.11 1675.000 M2 | 18.00000 30150.00| 20.00000 33500.00| 4.75000 7956.25
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0070 202.15 26.000 EA | 250.00000 6500.00| 500.00000 13000.00| 550.00000 14300.00
REMOVING MANHOLE OR CATCH BASIN | | |
0080 202.191 LUMP| 23000.00000 23000.00| 25000.00000 25000.00| 75000.00000 75000.00
REMOVING EXISTING PIPE | | |
0090 202.203 410.000 M2 | 18.00000 7380.00| 16.00000 6560.00| 27.50000 11275.00
PAVEMENT BUTT JOINTS | | |
0100 203.20 12750.000 M3 | 12.00000 153000.00| 24.00000 306000.00| 8.00000 102000.00
COMMON EXCAVATION | | |
0110 203.21 395.000 M3 | 165.00000 65175.00| 175.00000 69125.00| 175.00000 69125.00
ROCK EXCAVATION | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 2
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 203.25 150.000 M3 | 30.00000 4500.00| 24.00000 3600.00| 32.50000 4875.00
GRANULAR BORROW | | |
0130 203.35 40.000 M3 | 65.00000 2600.00| 30.00000 1200.00| 40.00000 1600.00
CRUSHED STONE FILL | | |
0140 206.061 100.000 M3 | 40.00000 4000.00| 30.00000 3000.00| 20.00000 2000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0150 206.07 5835.000 M3 | 235.00000 1371225.00| 200.00000 1167000.00| 10.00000 58350.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0160 211.40 240.000 M | 17.00000 4080.00| 10.00000 2400.00| 26.00000 6240.00
NEW DITCH EXCAVATION | | |
0170 304.08 20.000 M3 | 65.00000 1300.00| 16.00000 320.00| 40.00000 800.00
AGGREGATE BASE COURSE - SCREENED | | |
0180 304.10 8400.000 M3 | 30.00000 252000.00| 30.00000 252000.00| 35.00000 294000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0190 307.32 18450.000 M2 | 3.00000 55350.00| 4.00000 73800.00| 2.50000 46125.00
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0200 403.207 5050.000 MG | 49.40000 249470.00| 50.00000 252500.00| 52.50000 265125.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0210 403.208 2356.000 MG | 49.90000 117564.40| 50.00000 117800.00| 55.00000 129580.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0220 403.209 1000.000 MG | 115.00000 115000.00| 115.00000 115000.00| 115.00000 115000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0230 403.211 200.000 MG | 58.00000 11600.00| 58.00000 11600.00| 65.00000 13000.00
HOT MIX ASPHALT (SHIM) | | |
0240 403.213 2694.000 MG | 49.90000 134430.60| 50.00000 134700.00| 53.50000 144129.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0250 409.15 6785.000 L | 1.50000 10177.50| 1.50000 10177.50| 2.50000 16962.50
BITUMINOUS TACK COAT APPLIED | | |
0260 411.12 60.000 MG | 40.00000 2400.00| 30.00000 1800.00| 50.00000 3000.00
CRUSHED STONE SURFACE | | |
0270 502.325 LUMP| 150000.00000 150000.00| 100000.00000 100000.00| 150000.00000 150000.00
STRUCTURAL CONCRETE CULVERT INVERT | | |
LINING | | |
0280 502.341 10.000 M3 | 500.00000 5000.00| 800.00000 8000.00| 475.00000 4750.00
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0290 525.321 10.000 M2 | 600.00000 6000.00| 1000.00000 10000.00| 1000.00000 10000.00
STONE MASONRY WALL - REMOVE AND RESET | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 3
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 525.326 30.000 M2 | 650.00000 19500.00| 1500.00000 45000.00| 1000.00000 30000.00
FIELD STONE RETAINING WALL | | |
0310 525.333 325.000 M | 48.00000 15600.00| 125.00000 40625.00| 300.00000 97500.00
STONE MASONRY WALL - REMOVE AND RESET | | |
W/ EXCAVATOR | | |
0320 526.301 200.000 LS | 16000.00000 16000.00| 25000.00000 25000.00| 10000.00000 10000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0330 534.71 25.000 LS | 37000.00000 37000.00| 165000.00000 165000.00| 35000.00000 35000.00
PRECAST CONCRETE BOX CULVERT 1800 MM X | | |
900 MM | | |
0340 534.71 25.000 LS | 53000.00000 53000.00| 200000.00000 200000.00| 50000.00000 50000.00
PRECAST CONCRETE BOX CULVERT 900 MM X | | |
900 MM | | |
0350 603.15 19.900 M | 130.00000 2587.00| 120.00000 2388.00| 387.50000 7711.25
300 MILLI METER CULVERT PIPE OPTION I | | |
0360 603.159 2.400 M | 250.00000 600.00| 150.00000 360.00| 405.00000 972.00
300 MM CULVERT PIPE OPTION III | | |
0370 603.17 58.700 M | 140.00000 8218.00| 120.00000 7044.00| 295.00000 17316.50
450 MM CULVERT PIPE OPTION I | | |
0380 603.179 232.400 M | 210.00000 48804.00| 170.00000 39508.00| 600.00000 139440.00
450 MM CULVERT PIPE OPTION III | | |
0390 603.19 12.500 M | 170.00000 2125.00| 200.00000 2500.00| 360.00000 4500.00
600 MM CULVERT PIPE OPTION I | | |
0400 603.199 39.000 M | 245.00000 9555.00| 230.00000 8970.00| 675.00000 26325.00
600 MM CULVERT PIPE OPTION III | | |
0410 603.209 15.500 M | 300.00000 4650.00| 300.00000 4650.00| 445.00000 6897.50
750 MM CULVERT PIPE OPTION III | | |
0420 603.21 24.300 M | 200.00000 4860.00| 400.00000 9720.00| 395.00000 9598.50
900 MM CULVERT PIPE OPTION I | | |
0430 603.215 18.000 M | 320.00000 5760.00| 450.00000 8100.00| 435.00000 7830.00
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0440 603.219 6.700 M | 270.00000 1809.00| 450.00000 3015.00| 500.00000 3350.00
900 MM CULVERT PIPE OPTION III | | |
0450 603.748 6.000 EA | 250.00000 1500.00| 1000.00000 6000.00| 375.00000 2250.00
REMOVE CONCRETE HEADWALL | | |
0460 603.76 2.000 EA | 170.00000 340.00| 375.00000 750.00| 475.00000 950.00
300 MM INLET GRATE UNIT | | |
0470 603.78 11.000 EA | 300.00000 3300.00| 425.00000 4675.00| 525.00000 5775.00
450 MM INLET GRATE UNIT | | |
0480 603.82 1.000 EA | 400.00000 400.00| 1200.00000 1200.00| 575.00000 575.00
900 MM INLET GRATE UNIT | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 4
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 604.072 30.600 EA | 3700.00000 113220.00| 2800.00000 85680.00| 2500.00000 76500.00
CATCH BASIN TYPE A1-C | | |
0500 604.076 4.200 EA | 5100.00000 21420.00| 3200.00000 13440.00| 3000.00000 12600.00
1500 MM CATCH BASIN TYPE A1-C | | |
0510 604.077 2.000 EA | 8700.00000 17400.00| 4000.00000 8000.00| 3400.00000 6800.00
1800MM CATCH BASIN TYPE A1-C | | |
0520 604.092 29.000 EA | 3300.00000 95700.00| 2800.00000 81200.00| 2500.00000 72500.00
CATCH BASIN TYPE B1-C | | |
0530 604.096 4.600 EA | 4700.00000 21620.00| 3200.00000 14720.00| 3600.00000 16560.00
1500 MM CATCH BASIN TYPE B1-C | | |
0540 604.097 2.000 EA | 8300.00000 16600.00| 4000.00000 8000.00| 3400.00000 6800.00
1800 MM CATCH BASIN TYPE B1-C | | |
0550 604.15 3.400 EA | 3500.00000 11900.00| 3500.00000 11900.00| 2900.00000 9860.00
MANHOLE | | |
0560 604.153 3.000 EA | 4700.00000 14100.00| 4000.00000 12000.00| 3750.00000 11250.00
1500 MM MANHOLE | | |
0570 604.16 1.000 EA | 700.00000 700.00| 750.00000 750.00| 700.00000 700.00
ALTERING CATCH BASIN TO MANHOLES | | |
0580 604.18 16.000 EA | 450.00000 7200.00| 500.00000 8000.00| 400.00000 6400.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0590 604.242 2.000 EA | 1500.00000 3000.00| 1500.00000 3000.00| 1250.00000 2500.00
CATCH BASIN TYPE F3 | | |
0600 604.245 1.000 EA | 1500.00000 1500.00| 1600.00000 1600.00| 1250.00000 1250.00
CATCH BASIN TYPE F4-C | | |
0610 604.246 2.000 EA | 1800.00000 3600.00| 1800.00000 3600.00| 1300.00000 2600.00
CATCH BASIN TYPE F5 | | |
0620 604.247 1.000 EA | 1800.00000 1800.00| 1800.00000 1800.00| 1300.00000 1300.00
CATCH BASIN TYPE F5-C | | |
0630 604.248 1.000 EA | 2100.00000 2100.00| 2000.00000 2000.00| 1300.00000 1300.00
CATCH BASIN TYPE F6 | | |
0640 604.249 1.000 EA | 2100.00000 2100.00| 2000.00000 2000.00| 1300.00000 1300.00
CATCH BASIN TYPE F6-C | | |
0650 604.252 3.600 EA | 3700.00000 13320.00| 2800.00000 10080.00| 3100.00000 11160.00
CATCH BASIN TYPE A5-C | | |
0660 604.262 3.400 EA | 3300.00000 11220.00| 2800.00000 9520.00| 3100.00000 10540.00
CATCH BASIN TYPE B5-C | | |
0670 604.263 1.200 EA | 8300.00000 9960.00| 4000.00000 4800.00| 3500.00000 4200.00
1800 MM CATCH BASIN TYPE B5-C | | |
0680 605.09 3136.300 M | 99.00000 310493.70| 85.00000 266585.50| 260.00000 815438.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 5
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 605.13 946.000 M | 155.00000 146630.00| 135.00000 127710.00| 315.00000 297990.00
450 MM UNDERDRAIN TYPE C | | |
0700 605.15 693.900 M | 160.00000 111024.00| 175.00000 121432.50| 360.00000 249804.00
600 MM UNDERDRAIN TYPE C | | |
0710 605.17 40.100 M | 220.00000 8822.00| 200.00000 8020.00| 325.00000 13032.50
750 MM UNDERDRAIN TYPE C | | |
0720 605.18 162.100 M | 370.00000 59977.00| 250.00000 40525.00| 375.00000 60787.50
900 MM UNDERDRAIN TYPE C | | |
0730 606.17 110.000 M | 75.00000 8250.00| 60.00000 6600.00| 72.50000 7975.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0740 606.35 16.000 EA | 35.00000 560.00| 35.00000 560.00| 42.50000 680.00
GUARDRAIL DELINEATOR POST | | |
0750 606.363 85.000 M | 32.00000 2720.00| 30.00000 2550.00| 36.25000 3081.25
GUARDRAIL REMOVE AND DISPOSE | | |
0760 606.47 75.000 EA | 20.00000 1500.00| 20.00000 1500.00| 24.00000 1800.00
SINGLE WOOD POST | | |
0770 606.612 105.000 M | 750.00000 78750.00| 675.00000 70875.00| 815.00000 85575.00
STEEL BACKED TIMBER GUARDRAIL | | |
0780 606.79 4.000 EA | 1950.00000 7800.00| 1950.00000 7800.00| 2350.00000 9400.00
GUARDRAIL 350 FLARED TERMINAL | | |
0790 606.80 4.000 EA | 7500.00000 30000.00| 6000.00000 24000.00| 7250.00000 29000.00
BURIED-IN-SLOPE GUARDRAIL END | | |
0800 607.16 60.000 M | 95.00000 5700.00| 95.00000 5700.00| 115.00000 6900.00
CHAIN LINK FENCE - 1.2 METER | | |
0810 607.22 115.000 M | 80.00000 9200.00| 80.00000 9200.00| 96.75000 11126.25
CEDAR RAIL FENCE | | |
0820 607.24 150.000 M | 80.00000 12000.00| 70.00000 10500.00| 88.00000 13200.00
REMOVE AND RESET FENCE | | |
0830 607.415 1.000 EA | 10550.00000 10550.00| 9550.00000 9550.00| 11500.00000 11500.00
WOOD GATE STATE PARK | | |
0840 607.44 200.000 M | 17.00000 3400.00| 17.00000 3400.00| 20.50000 4100.00
SAFETY FENCE | | |
0850 608.253 20.000 M2 | 287.00000 5740.00| 125.00000 2500.00| 185.00000 3700.00
MASONRY PAVER WITH TRUNCATED DOME | | |
0860 609.11 1885.000 M | 110.00000 207350.00| 120.00000 226200.00| 72.75000 137133.75
VERTICAL CURB TYPE 1 | | |
0870 609.12 61.000 M | 130.00000 7930.00| 150.00000 9150.00| 87.50000 5337.50
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0880 609.234 63.000 EA | 135.00000 8505.00| 150.00000 9450.00| 200.00000 12600.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0890 609.237 50.000 EA | 200.00000 10000.00| 200.00000 10000.00| 245.00000 12250.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 6
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0900 609.2371 16.000 EA | 245.00000 3920.00| 250.00000 4000.00| 275.00000 4400.00
TERMINAL CURB TYPE 1- 2.1M - CIRCULAR | | |
0910 609.26 5.000 EA | 300.00000 1500.00| 325.00000 1625.00| 950.00000 4750.00
CURB TRANSITION SECTION B TYPE 1 | | |
0920 609.31 50.000 M | 30.00000 1500.00| 25.00000 1250.00| 28.00000 1400.00
CURB TYPE 3 | | |
0930 609.34 1304.000 M | 115.00000 149960.00| 120.00000 156480.00| 73.25000 95518.00
CURB TYPE 5 | | |
0940 609.35 40.000 M | 240.00000 9600.00| 275.00000 11000.00| 235.00000 9400.00
CURB TYPE 5 - CIRCULAR | | |
0950 609.50 185.000 M | 14.50000 2682.50| 18.00000 3330.00| 25.00000 4625.00
CONCRETE BASE FOR CURBING | | |
0960 610.08 390.000 M3 | 90.00000 35100.00| 75.00000 29250.00| 56.25000 21937.50
PLAIN RIPRAP | | |
0970 610.18 190.000 M3 | 90.00000 17100.00| 60.00000 11400.00| 65.00000 12350.00
STONE DITCH PROTECTION | | |
0980 613.319 2190.000 M2 | 2.50000 5475.00| 2.00000 4380.00| 1.25000 2737.50
EROSION CONTROL BLANKET | | |
0990 615.07 2100.000 M3 | 55.00000 115500.00| 30.00000 63000.00| 65.00000 136500.00
LOAM | | |
1000 618.1301 145.000 UN | 20.00000 2900.00| 20.00000 2900.00| 31.50000 4567.50
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
1010 618.1401 70.000 UN | 25.00000 1750.00| 15.00000 1050.00| 21.75000 1522.50
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
1020 619.1201 210.000 UN | 14.00000 2940.00| 8.00000 1680.00| 10.00000 2100.00
MULCH - PLAN QUANTITY | | |
1030 619.1301 50.000 M3 | 50.00000 2500.00| 75.00000 3750.00| 70.00000 3500.00
BARK MULCH - PLAN QUANTITY | | |
1040 619.1401 50.000 M3 | 50.00000 2500.00| 40.00000 2000.00| 60.00000 3000.00
EROSION CONTROL MIX | | |
1050 620.54 500.000 M2 | 3.50000 1750.00| 1.25000 625.00| 1.25000 625.00
STABILIZATION GEOTEXTILE | | |
1060 620.56 155.000 M2 | 3.70000 573.50| 1.50000 232.50| 1.50000 232.50
DRAINAGE GEOTEXTILE | | |
1070 620.58 900.000 M2 | 3.50000 3150.00| 1.50000 1350.00| 1.50000 1350.00
EROSION CONTROL GEOTEXTILE | | |
1080 621.025 48.000 EA | 85.00000 4080.00| 75.00000 3600.00| 135.00000 6480.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
1090 621.026 19.000 EA | 100.00000 1900.00| 95.00000 1805.00| 135.00000 2565.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 7
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1100 621.037 5.000 EA | 151.00000 755.00| 95.00000 475.00| 157.50000 787.50
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
1110 621.101 500.000 EA | 3.00000 1500.00| 6.00000 3000.00| 5.50000 2750.00
PLUG/ STARTER PLANT | | |
1120 621.121 12.000 EA | 207.00000 2484.00| 175.00000 2100.00| 250.00000 3000.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP B | | |
1130 621.127 6.000 EA | 153.00000 918.00| 100.00000 600.00| 250.00000 1500.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP B | | |
1140 621.196 41.000 EA | 300.00000 12300.00| 275.00000 11275.00| 725.00000 29725.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
1150 621.273 29.000 EA | 340.00000 9860.00| 325.00000 9425.00| 775.00000 22475.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
1160 621.274 3.000 EA | 350.00000 1050.00| 325.00000 975.00| 775.00000 2325.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
1170 621.275 2.000 EA | 365.00000 730.00| 375.00000 750.00| 900.00000 1800.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP C | | |
1180 621.281 15.000 EA | 526.00000 7890.00| 395.00000 5925.00| 750.00000 11250.00
LARGE DECIDUOUS TREE (65 MM - 75 MM | | |
CALIPER) GROUP C | | |
1190 621.386 120.000 EA | 21.00000 2520.00| 16.00000 1920.00| 15.00000 1800.00
DWARF EVERGREENS (100 MM - 200 MM) | | |
1200 621.387 12.000 EA | 20.00000 240.00| 30.00000 360.00| 37.50000 450.00
DWARF EVERGREENS (200 MM - 300 MM) | | |
1210 621.388 63.000 EA | 30.00000 1890.00| 33.00000 2079.00| 50.00000 3150.00
DWARF EVERGREENS (300 MM - 375 MM) | | |
1220 621.478 72.000 EA | 17.00000 1224.00| 25.00000 1800.00| 27.50000 1980.00
BRDLF EVERGREENS (150 MM - 300 MM) GP A | | |
1230 621.48 18.000 EA | 36.00000 648.00| 38.00000 684.00| 60.00000 1080.00
BROADLEAF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
1240 621.51 12.000 EA | 33.00000 396.00| 33.00000 396.00| 47.50000 570.00
DECIDUOUS SHRUBS (375 MM - 450 MM) | | |
1250 621.511 84.000 EA | 37.00000 3108.00| 35.00000 2940.00| 75.00000 6300.00
DECIDUOUS SHRUBS (450MM - 600MM) GROUP | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 8
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1260 621.546 72.000 EA | 30.00000 2160.00| 40.00000 2880.00| 100.00000 7200.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
1270 621.547 72.000 EA | 38.00000 2736.00| 40.00000 2880.00| 90.00000 6480.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
1280 621.552 36.000 EA | 46.00000 1656.00| 75.00000 2700.00| 150.00000 5400.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
1290 621.654 9.000 EA | 20.00000 180.00| 25.00000 225.00| 30.00000 270.00
VINES (300 MM - 375 MM) NO.1 CONT. | | |
1300 621.655 3.000 EA | 20.00000 60.00| 30.00000 90.00| 25.00000 75.00
VINES (300 MM - 375 MM) NO.1 CONT. | | |
1310 621.708 480.000 EA | 15.00000 7200.00| 9.00000 4320.00| 12.50000 6000.00
HERBACEOUS PERENNIALS - CONT. (76MM) | | |
GROUP A | | |
1320 621.709 72.000 EA | 20.00000 1440.00| 11.00000 792.00| 11.50000 828.00
HERBACEOUS PERENNIALS - CONT. (76MM) | | |
GROUP.B | | |
1330 621.71 102.000 EA | 15.00000 1530.00| 13.00000 1326.00| 18.50000 1887.00
HERBACEOUS PERENNIALS GROUP A | | |
1340 621.80 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 27500.00000 27500.00
ESTABLISHMENT PERIOD | | |
1350 626.11 2.000 EA | 1000.00000 2000.00| 500.00000 1000.00| 500.00000 1000.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
1360 626.22 20.000 M | 125.00000 2500.00| 98.00000 1960.00| 60.00000 1200.00
NON-METALLIC CONDUIT | | |
1370 626.31 2.000 EA | 1000.00000 2000.00| 800.00000 1600.00| 1000.00000 2000.00
450 MM FOUNDATION | | |
1380 627.711 8550.000 M | 0.41000 3505.50| 0.50000 4275.00| 0.50000 4275.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
1390 627.75 140.000 M2 | 13.45000 1883.00| 13.00000 1820.00| 15.75000 2205.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1400 627.76 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 10000.00000 10000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
1410 629.05 200.000 HR | 25.00000 5000.00| 24.00000 4800.00| 45.00000 9000.00
HAND LABOR, STRAIGHT TIME | | |
1420 631.10 100.000 HR | 30.00000 3000.00| 30.00000 3000.00| 65.00000 6500.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 9
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1430 631.11 100.000 HR | 25.00000 2500.00| 30.00000 3000.00| 65.00000 6500.00
AIR TOOL (INCLUDING OPERATOR) | | |
1440 631.12 100.000 HR | 120.00000 12000.00| 100.00000 10000.00| 135.00000 13500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1450 631.14 50.000 HR | 95.00000 4750.00| 100.00000 5000.00| 135.00000 6750.00
GRADER (INCLUDING OPERATOR) | | |
1460 631.172 100.000 HR | 50.00000 5000.00| 48.00000 4800.00| 65.00000 6500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1470 631.18 25.000 HR | 35.00000 875.00| 32.00000 800.00| 60.00000 1500.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1480 631.20 50.000 HR | 150.00000 7500.00| 90.00000 4500.00| 250.00000 12500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1490 631.22 100.000 HR | 80.00000 8000.00| 90.00000 9000.00| 110.00000 11000.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
1500 631.32 50.000 HR | 155.00000 7750.00| 125.00000 6250.00| 300.00000 15000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1510 634.273 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 15000.00000 15000.00
EMBEDDED SNOW AND ICE MELTING SYSTEM | | |
1520 637.071 LUMP| 95000.00000 95000.00| 75000.00000 75000.00| 25000.00000 25000.00
DUST CONTROL | | |
1530 639.18 1.000 EA | 18000.00000 18000.00| 25000.00000 25000.00| 25000.00000 25000.00
FIELD OFFICE TYPE A | | |
1540 643.81 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 15000.00000 15000.00
TRAFFIC SIGNAL CONTROL SYSTEM | | |
PEDESTRIAN ACTUATED | | |
1550 645.113 1.000 EA | 3500.00000 3500.00| 2500.00000 2500.00| 1000.00000 1000.00
REINSTALL GUIDE SIGN STATE PARK SIGN | | |
1560 645.113 1.000 EA | 3500.00000 3500.00| 2500.00000 2500.00| 1000.00000 1000.00
REINSTALL GUIDE SIGN THE LODGE @ CAMDEN | | |
HILLS | | |
1570 645.271 6.000 M2 | 200.00000 1200.00| 150.00000 900.00| 125.00000 750.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
1580 652.31 25.000 EA | 60.00000 1500.00| 75.00000 1875.00| 100.00000 2500.00
TYPE I BARRICADE | | |
1590 652.311 25.000 EA | 45.00000 1125.00| 100.00000 2500.00| 150.00000 3750.00
TYPE II BARRICADE | | |
1600 652.33 200.000 EA | 60.00000 12000.00| 75.00000 15000.00| 65.00000 13000.00
DRUM | | |
1610 652.34 200.000 EA | 15.00000 3000.00| 20.00000 4000.00| 17.80000 3560.00
CONE | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 10
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1620 652.35 60.000 M2 | 85.00000 5100.00| 120.00000 7200.00| 100.00000 6000.00
CONSTRUCTION SIGNS | | |
1630 652.361 250.000 LS | 100000.00000 100000.00| 50000.00000 50000.00| 175000.00000 175000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1640 652.38 7000.000 HR | 14.00000 98000.00| 15.00000 105000.00| 15.00000 105000.00
FLAGGER | | |
1650 652.41 2.000 EA | 24000.00000 48000.00| 30000.00000 60000.00| 15000.00000 30000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1660 653.24 40.000 M2 | 30.00000 1200.00| 3.00000 120.00| 15.00000 600.00
100 MM POLY PLASTIC INSULATION | | |
1670 656.75 LUMP| 50000.00000 50000.00| 100000.00000 100000.00| 25000.00000 25000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1680 657.24 20.000 UN | 18.00000 360.00| 10.00000 200.00| 21.75000 435.00
SEEDING PITS | | |
1690 658.20 235.000 M2 | 9.44000 2218.40| 30.00000 7050.00| 14.50000 3407.50
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1700 659.10 LUMP| 585000.00000 585000.00| 724800.00000 724800.00| 930000.00000 930000.00
MOBILIZATION | | |
1710 660.21 3000.000 HR | 1.00000 3000.00| 2.00000 6000.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
1720 801.01 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 15000.00000 15000.00
PUMP STATION WITH SELF PRIMING PUMPS | | |
1730 801.09 125.000 M | 160.00000 20000.00| 120.00000 15000.00| 200.00000 25000.00
50 MM SEWER FORCE MAIN | | |
1740 801.17 45.000 M | 240.00000 10800.00| 240.00000 10800.00| 420.00000 18900.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
1750 801.175 735.000 M | 280.00000 205800.00| 150.00000 110250.00| 345.00000 253575.00
250 MM PVC SANITARY SEWER | | |
1760 803.134 335.000 M | 180.00000 60300.00| 240.00000 80400.00| 350.00000 117250.00
100MM SERVICE LATERAL | | |
1770 803.135 80.000 M | 190.00000 15200.00| 230.00000 18400.00| 360.00000 28800.00
150MM SERVICE LATERAL | | |
1780 803.16 16.000 EA | 4500.00000 72000.00| 4000.00000 64000.00| 3250.00000 52000.00
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
1790 822.3211 10.000 M | 500.00000 5000.00| 200.00000 2000.00| 375.00000 3750.00
100 MM CLASS 50 DI PIPE | | |
1800 822.3221 35.000 M | 450.00000 15750.00| 225.00000 7875.00| 375.00000 13125.00
150 MM CLASS 50 DI PIPE | | |
1810 822.3411 60.000 M | 450.00000 27000.00| 250.00000 15000.00| 310.00000 18600.00
200 MM CLASS 50 DI PIPE | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 11
COUNTIE(S): KNOX TABULATION OF BIDS
CONTRACT ID : 001869.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000649 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1820 822.3611 820.000 M | 310.00000 254200.00| 240.00000 196800.00| 307.50000 252150.00
300 MM CLASS 50 DI PIPE | | |
1830 823.311 8.000 EA | 1500.00000 12000.00| 1750.00000 14000.00| 1650.00000 13200.00
300MM GATE VALVE WITH BOX | | |
1840 823.3251 6.000 EA | 1200.00000 7200.00| 1200.00000 7200.00| 925.00000 5550.00
200MM GATE VALVE WITH BOX | | |
1850 823.3351 1.000 EA | 900.00000 900.00| 800.00000 800.00| 600.00000 600.00
100MM GATE VALVE WITH BOX | | |
1860 823.34 4.000 EA | 1000.00000 4000.00| 1500.00000 6000.00| 1775.00000 7100.00
BLOWOFF VALVE ASSEMBLY | | |
1870 824.30 3.000 EA | 3300.00000 9900.00| 4000.00000 12000.00| 3350.00000 10050.00
FIRE HYDRANTS | | |
1880 824.32 3.000 EA | 2500.00000 7500.00| 750.00000 2250.00| 2650.00000 7950.00
REMOVE AND RESET HYDRANTS | | |
1890 825.42 50.000 M | 220.00000 11000.00| 200.00000 10000.00| 400.00000 20000.00
50 MM COPPER SERVICE | | |
1900 825.43 320.000 M | 200.00000 64000.00| 180.00000 57600.00| 350.00000 112000.00
25 MM COPPER SERVICE | | |
1905 202.20 1675.000 M2 | 5.60000 9380.00| 2.00000 3350.00| 4.75000 7956.25
REMOVING BITUMINOUS CONCRETE PAVEMENT | | |
SECTION TOTALS | $ 6,883,025.10| $ 6,971,035.00| $ 7,070,296.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 STATE PARK OVERLAY
| | |
1910 890.01 LUMP| 250000.00000 250000.00| 250000.00000 250000.00| 225000.00000 225000.00
SPECIAL WORK #1 STATE PARK ROAD OVERLAY | | |
SECTION TOTALS | $ 250,000.00| $ 250,000.00| $ 225,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 7,133,025.10| $ 7,221,035.00| $ 7,295,296.00
====================================================================================================================================