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LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A COMPLETION DATE : 11/15/04
=========
PROJECT(S): NH-3517(30)E COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPARTMENT OF TRANSPORTATION
NH-3517(31) CUMBERLAND
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000036 H E SARGENT, INC. $ 9,574,000.40 100.0000%
2 000079 R J GRONDIN & SONS, INC. $ 9,772,463.95 102.0729%
3 000649 SARGENT & SARGENT, INC. $ 10,908,677.25 113.9406%
4 001094 K & K EXCAVATION, INC. $ 10,922,200.00 114.0819%
5 000059 PIKE INDUSTRIES, INC. $ 11,314,873.25 118.1833%
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000079 |( 3 ) 000649
|H E SARGENT, INC. |R J GRONDIN & SONS, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 19.000 HA | 14750.00000 280250.00| 14000.00000 266000.00| 7500.00000 142500.00
CLEARING | | |
0020 201.23 52.000 EA | 500.00000 26000.00| 200.00000 10400.00| 150.00000 7800.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 67.000 EA | 200.00000 13400.00| 350.00000 23450.00| 100.00000 6700.00
REMOVING STUMP | | |
0040 201.25 12.000 EA | 1500.00000 18000.00| 135.00000 1620.00| 500.00000 6000.00
TREE BARRIER | | |
0050 202.191 LUMP| 50000.00000 50000.00| 14000.00000 14000.00| 12000.00000 12000.00
REMOVING EXISTING PIPE | | |
0060 202.202 3250.000 M2 | 6.00000 19500.00| 5.00000 16250.00| 3.50000 11375.00
REMOVING PAVEMENT SURFACE | | |
0070 202.203 1193.000 M2 | 15.00000 17895.00| 15.00000 17895.00| 20.00000 23860.00
PAVEMENT BUTT JOINTS | | |
0080 203.20 198250.000 M3 | 5.68000 1126060.00| 6.69000 1326292.50| 10.00000 1982500.00
COMMON EXCAVATION | | |
0090 203.21 114540.000 M3 | 8.00000 916320.00| 11.12000 1273684.80| 10.00000 1145400.00
ROCK EXCAVATION | | |
0100 203.211 14450.000 M | 16.00000 231200.00| 14.00000 202300.00| 17.00000 245650.00
PRESPLITTING ROCK | | |
0110 203.232 2100.000 M3 | 9.00000 18900.00| 8.00000 16800.00| 10.00000 21000.00
MITIGATION EXCAVATION | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000079 |( 3 ) 000649
|H E SARGENT, INC. |R J GRONDIN & SONS, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 203.25 13640.000 M3 | 8.00000 109120.00| 5.00000 68200.00| 8.00000 109120.00
GRANULAR BORROW | | |
0130 206.061 137.000 M3 | 12.00000 1644.00| 8.00000 1096.00| 8.00000 1096.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0140 206.07 700.000 M3 | 50.00000 35000.00| 85.00000 59500.00| 50.00000 35000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0150 211.20 525.000 M | 21.00000 11025.00| 13.55000 7113.75| 8.00000 4200.00
INSLOPE EXCAVATION | | |
0160 211.30 2875.000 M | 41.00000 117875.00| 17.50000 50312.50| 10.00000 28750.00
DITCH EXCAVATION | | |
0170 304.08 980.000 M3 | 12.00000 11760.00| 14.25000 13965.00| 11.00000 10780.00
AGGREGATE BASE COURSE - SCREENED | | |
0180 304.10 95300.000 M3 | 11.65000 1110245.00| 10.79000 1028287.00| 11.00000 1048300.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0190 308.40 11250.000 M2 | 5.80000 65250.00| 5.79000 65137.50| 7.00000 78750.00
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0200 403.207 35700.000 MG | 37.50000 1338750.00| 37.50000 1338750.00| 38.00000 1356600.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0210 403.208 14850.000 MG | 41.00000 608850.00| 41.00000 608850.00| 42.00000 623700.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0220 403.209 475.000 MG | 85.00000 40375.00| 85.00000 40375.00| 85.00000 40375.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0230 403.210 3150.000 MG | 42.00000 132300.00| 42.00000 132300.00| 42.00000 132300.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0240 403.211 580.000 MG | 45.00000 26100.00| 45.00000 26100.00| 45.00000 26100.00
HOT MIX ASPHALT (SHIM) | | |
0250 409.15 2372.000 L | 3.00000 7116.00| 7.00000 16604.00| 2.00000 4744.00
BITUMINOUS TACK COAT APPLIED | | |
0260 603.15 162.000 M | 80.00000 12960.00| 80.00000 12960.00| 90.00000 14580.00
300 MILLI METER CULVERT PIPE OPTION I | | |
0270 603.159 79.000 M | 80.00000 6320.00| 115.00000 9085.00| 90.00000 7110.00
300 MM CULVERT PIPE OPTION III | | |
0280 603.16 437.000 M | 83.00000 36271.00| 95.00000 41515.00| 100.00000 43700.00
375 MM CULVERT PIPE OPTION I | | |
0290 603.169 135.000 M | 83.00000 11205.00| 120.00000 16200.00| 100.00000 13500.00
375 MM CULVERT PIPE OPTION III | | |
0300 603.17 121.000 M | 93.00000 11253.00| 100.00000 12100.00| 120.00000 14520.00
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000079 |( 3 ) 000649
|H E SARGENT, INC. |R J GRONDIN & SONS, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 603.179 421.000 M | 93.00000 39153.00| 125.00000 52625.00| 120.00000 50520.00
450 MM CULVERT PIPE OPTION III | | |
0320 603.19 51.000 M | 110.00000 5610.00| 110.00000 5610.00| 150.00000 7650.00
600 MM CULVERT PIPE OPTION I | | |
0330 603.199 204.000 M | 110.00000 22440.00| 150.00000 30600.00| 150.00000 30600.00
600 MM CULVERT PIPE OPTION III | | |
0340 603.209 424.000 M | 166.00000 70384.00| 165.00000 69960.00| 180.00000 76320.00
750 MM CULVERT PIPE OPTION III | | |
0350 603.219 45.000 M | 185.00000 8325.00| 225.00000 10125.00| 250.00000 11250.00
900 MM CULVERT PIPE OPTION III | | |
0360 603.229 29.000 M | 515.00000 14935.00| 445.00000 12905.00| 360.00000 10440.00
1050 MM CULVERT PIPE OPTION III | | |
0370 603.279 66.000 M | 660.00000 43560.00| 660.00000 43560.00| 500.00000 33000.00
1800 MM CULVERT PIPE OPTION III | | |
0380 604.072 6.000 EA | 1700.00000 10200.00| 2500.00000 15000.00| 2400.00000 14400.00
CATCH BASIN TYPE A1-C | | |
0390 604.092 23.000 EA | 1900.00000 43700.00| 1450.00000 33350.00| 2400.00000 55200.00
CATCH BASIN TYPE B1-C | | |
0400 604.096 7.000 EA | 2300.00000 16100.00| 3500.00000 24500.00| 3000.00000 21000.00
1500 MM CATCH BASIN TYPE B1-C | | |
0410 604.11 6.000 EA | 1700.00000 10200.00| 1600.00000 9600.00| 2400.00000 14400.00
CATCH BASIN TYPE C1 | | |
0420 604.15 1.000 EA | 2400.00000 2400.00| 1850.00000 1850.00| 3000.00000 3000.00
MANHOLE | | |
0430 604.153 1.000 EA | 2600.00000 2600.00| 3500.00000 3500.00| 3600.00000 3600.00
1500 MM MANHOLE | | |
0440 604.244 14.000 EA | 1300.00000 18200.00| 1200.00000 16800.00| 160.00000 2240.00
CATCH BASIN TYPE F4 | | |
0450 604.246 7.000 EA | 1400.00000 9800.00| 1200.00000 8400.00| 2000.00000 14000.00
CATCH BASIN TYPE F5 | | |
0460 604.249 2.000 EA | 1600.00000 3200.00| 1250.00000 2500.00| 2400.00000 4800.00
CATCH BASIN TYPE F6-C | | |
0470 605.09 607.000 M | 61.00000 37027.00| 68.50000 41579.50| 100.00000 60700.00
150 MM UNDERDRAIN TYPE B | | |
0480 605.11 1309.000 M | 73.00000 95557.00| 110.00000 143990.00| 100.00000 130900.00
300 MM UNDERDRAIN TYPE C | | |
0490 605.12 574.000 M | 77.00000 44198.00| 115.00000 66010.00| 120.00000 68880.00
375 MM UNDERDRAIN TYPE C | | |
0500 605.13 145.000 M | 78.00000 11310.00| 117.00000 16965.00| 140.00000 20300.00
450 MM UNDERDRAIN TYPE C | | |
0510 605.17 53.000 M | 157.00000 8321.00| 185.00000 9805.00| 200.00000 10600.00
750 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000079 |( 3 ) 000649
|H E SARGENT, INC. |R J GRONDIN & SONS, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 606.151 103.000 M | 46.00000 4738.00| 61.00000 6283.00| 46.00000 4738.00
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0530 606.23 840.000 M | 37.00000 31080.00| 34.50000 28980.00| 36.00000 30240.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0540 606.265 2.000 EA | 40.00000 80.00| 50.00000 100.00| 40.00000 80.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0550 606.35 28.000 EA | 38.00000 1064.00| 35.00000 980.00| 35.00000 980.00
GUARDRAIL DELINEATOR POST | | |
0560 606.363 27.000 M | 7.00000 189.00| 4.00000 108.00| 7.00000 189.00
GUARDRAIL REMOVE AND DISPOSE | | |
0570 606.47 77.000 EA | 47.00000 3619.00| 45.00000 3465.00| 45.00000 3465.00
SINGLE WOOD POST | | |
0580 606.51 9.000 EA | 350.00000 3150.00| 300.00000 2700.00| 300.00000 2700.00
MULTIPLE MAILBOX SUPPORT | | |
0590 606.55 80.000 M | 36.00000 2880.00| 34.50000 2760.00| 36.00000 2880.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0600 606.59 4.000 M | 41.00000 164.00| 50.00000 200.00| 41.00000 164.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0610 606.60 4.000 M | 44.00000 176.00| 50.00000 200.00| 41.00000 164.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0620 606.611 9.000 M | 110.00000 990.00| 110.00000 990.00| 110.00000 990.00
TIMBER GUARDRAIL | | |
0630 606.76 4.000 EA | 1300.00000 5200.00| 1350.00000 5400.00| 1300.00000 5200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0640 606.79 7.000 EA | 1500.00000 10500.00| 1550.00000 10850.00| 1400.00000 9800.00
GUARDRAIL 350 FLARED TERMINAL | | |
0650 606.80 1.000 EA | 5500.00000 5500.00| 5300.00000 5300.00| 5500.00000 5500.00
BURIED-IN-SLOPE GUARDRAIL END | | |
0660 607.09 9775.000 M | 12.00000 117300.00| 12.00000 117300.00| 12.00000 117300.00
WOVEN WIRE FENCE - METAL POSTS | | |
0670 607.24 350.000 M | 22.00000 7700.00| 21.00000 7350.00| 22.00000 7700.00
REMOVE AND RESET FENCE | | |
0680 607.291 83.000 M | 82.00000 6806.00| 100.00000 8300.00| 200.00000 16600.00
REMOVE AND RESET STONE WALL | | |
0690 607.32 52.000 EA | 95.00000 4940.00| 145.00000 7540.00| 100.00000 5200.00
BRACING ASSEMBLY TYPE I - METAL POSTS | | |
0700 607.33 114.000 EA | 125.00000 14250.00| 200.00000 22800.00| 120.00000 13680.00
BRACING ASSEMBLY TYPE II - METAL POSTS | | |
0710 608.07 135.000 M2 | 85.00000 11475.00| 35.00000 4725.00| 8.00000 1080.00
PLAIN CONCRETE SIDEWALK | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000079 |( 3 ) 000649
|H E SARGENT, INC. |R J GRONDIN & SONS, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0720 608.101 2.000 EA | 3400.00000 6800.00| 1100.00000 2200.00| 125.00000 250.00
GRANITE WALKWAY | | |
0730 609.11 230.000 M | 72.00000 16560.00| 75.00000 17250.00| 65.00000 14950.00
VERTICAL CURB TYPE 1 | | |
0740 609.234 10.000 EA | 104.00000 1040.00| 250.00000 2500.00| 100.00000 1000.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0750 609.31 2160.000 M | 7.00000 15120.00| 13.00000 28080.00| 9.00000 19440.00
CURB TYPE 3 | | |
0760 609.34 114.000 M | 62.00000 7068.00| 65.00000 7410.00| 60.00000 6840.00
CURB TYPE 5 | | |
0770 609.35 12.000 M | 174.00000 2088.00| 220.00000 2640.00| 100.00000 1200.00
CURB TYPE 5 - CIRCULAR | | |
0780 610.08 4620.000 M3 | 26.00000 120120.00| 20.00000 92400.00| 48.00000 221760.00
PLAIN RIPRAP | | |
0790 610.18 8215.000 M3 | 23.00000 188945.00| 12.65000 103919.75| 42.00000 345030.00
STONE DITCH PROTECTION | | |
0800 612.06 740.000 M2 | 5.00000 3700.00| 4.00000 2960.00| 4.00000 2960.00
BITUMINOUS SEALING - BLACK | | |
0810 613.319 17175.000 M2 | 1.30000 22327.50| 1.45000 24903.75| 3.00000 51525.00
EROSION CONTROL BLANKET | | |
0820 615.07 7425.000 M3 | 19.00000 141075.00| 12.00000 89100.00| 12.00000 89100.00
LOAM | | |
0830 615.08 1000.000 M3 | 8.00000 8000.00| 8.00000 8000.00| 12.00000 12000.00
WETLANDS LOAM | | |
0840 615.09 1000.000 M3 | 7.00000 7000.00| 9.00000 9000.00| 8.00000 8000.00
TOPSOIL SALVAGE | | |
0850 618.1301 140.000 UN | 21.00000 2940.00| 30.00000 4200.00| 22.00000 3080.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0860 618.1401 825.000 UN | 12.00000 9900.00| 15.00000 12375.00| 19.00000 15675.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0870 618.1411 536.000 UN | 29.00000 15544.00| 30.00000 16080.00| 36.00000 19296.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0880 618.143 10.000 UN | 9.00000 90.00| 20.00000 200.00| 19.00000 190.00
SPECIAL SEED MIX: | | |
0890 618.25 5.000 M3 | 95.00000 475.00| 20.00000 100.00| 65.00000 325.00
APPLIED WATER | | |
0900 619.1201 1305.000 UN | 7.00000 9135.00| 7.00000 9135.00| 6.00000 7830.00
MULCH - PLAN QUANTITY | | |
0910 619.1401 100.000 M3 | 35.00000 3500.00| 32.00000 3200.00| 32.00000 3200.00
EROSION CONTROL MIX | | |
0920 619.141 30.000 UN | 11.00000 330.00| 20.00000 600.00| 16.00000 480.00
SPECIAL MULCH | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000079 |( 3 ) 000649
|H E SARGENT, INC. |R J GRONDIN & SONS, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0930 620.58 23475.000 M2 | 2.20000 51645.00| 0.92000 21597.00| 2.00000 46950.00
EROSION CONTROL GEOTEXTILE | | |
0940 621.01 1500.000 EA | 5.50000 8250.00| 5.10000 7650.00| 5.00000 7500.00
EVERGREEN TREES (200 MM - 300 MM) | | |
0950 621.025 120.000 EA | 43.00000 5160.00| 40.00000 4800.00| 90.00000 10800.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0960 621.026 48.000 EA | 59.00000 2832.00| 55.00000 2640.00| 175.00000 8400.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0970 621.031 36.000 EA | 54.00000 1944.00| 50.00000 1800.00| 125.00000 4500.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0980 621.032 12.000 EA | 114.00000 1368.00| 107.00000 1284.00| 145.00000 1740.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0990 621.033 12.000 EA | 114.00000 1368.00| 107.00000 1284.00| 145.00000 1740.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP C | | |
1000 621.037 96.000 EA | 132.00000 12672.00| 124.00000 11904.00| 125.00000 12000.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
1010 621.038 60.000 EA | 146.00000 8760.00| 137.00000 8220.00| 200.00000 12000.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
1020 621.044 12.000 EA | 177.00000 2124.00| 166.00000 1992.00| 300.00000 3600.00
EVERGREEN TREES (1800 MM - 2400 MM) | | |
GROUP B | | |
1030 621.126 177.000 EA | 104.00000 18408.00| 97.00000 17169.00| 125.00000 22125.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
1040 621.196 222.000 EA | 219.00000 48618.00| 205.00000 45510.00| 300.00000 66600.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
1050 621.273 55.000 EA | 285.00000 15675.00| 267.00000 14685.00| 350.00000 19250.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
1060 621.51 948.000 EA | 20.00000 18960.00| 18.00000 17064.00| 35.00000 33180.00
DECIDUOUS SHRUBS (375 MM - 450 MM) | | |
1070 621.511 516.000 EA | 22.00000 11352.00| 20.00000 10320.00| 38.00000 19608.00
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000079 |( 3 ) 000649
|H E SARGENT, INC. |R J GRONDIN & SONS, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1080 621.552 36.000 EA | 30.00000 1080.00| 28.00000 1008.00| 90.00000 3240.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
1090 621.558 12.000 EA | 59.00000 708.00| 55.00000 660.00| 125.00000 1500.00
DECIDUOUS SHRUBS (1200 MM - 1500 MM) | | |
GROUP A | | |
1100 621.80 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| 8000.00000 8000.00
ESTABLISHMENT PERIOD | | |
1110 625.147 45.000 M | 90.00000 4050.00| 70.00000 3150.00| 120.00000 5400.00
250 MM PIPE SLEEVE | | |
1120 627.711 48505.000 M | 0.23000 11156.15| 0.23000 11156.15| 0.30000 14551.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
1130 627.75 29.000 M2 | 11.25000 326.25| 11.25000 326.25| 16.00000 464.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1140 627.76 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 16000.00000 16000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
1150 629.05 80.000 HR | 20.00000 1600.00| 18.00000 1440.00| 24.00000 1920.00
HAND LABOR, STRAIGHT TIME | | |
1160 631.10 18.000 HR | 32.00000 576.00| 26.00000 468.00| 90.00000 1620.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
1170 631.11 18.000 HR | 23.00000 414.00| 18.00000 324.00| 90.00000 1620.00
AIR TOOL (INCLUDING OPERATOR) | | |
1180 631.12 162.000 HR | 91.00000 14742.00| 62.50000 10125.00| 90.00000 14580.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1190 631.13 100.000 HR | 104.00000 10400.00| 50.00000 5000.00| 90.00000 9000.00
BULLDOZER (INCLUDING OPERATOR) | | |
1200 631.132 36.000 HR | 82.00000 2952.00| 40.00000 1440.00| 90.00000 3240.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
1210 631.14 136.000 HR | 152.00000 20672.00| 48.00000 6528.00| 50.00000 6800.00
GRADER (INCLUDING OPERATOR) | | |
1220 631.172 136.000 HR | 102.00000 13872.00| 38.00000 5168.00| 50.00000 6800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1230 631.20 70.000 HR | 54.00000 3780.00| 95.00000 6650.00| 120.00000 8400.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1240 631.21 36.000 HR | 65.00000 2340.00| 45.00000 1620.00| 120.00000 4320.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000079 |( 3 ) 000649
|H E SARGENT, INC. |R J GRONDIN & SONS, INC. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1250 631.22 128.000 HR | 91.00000 11648.00| 44.00000 5632.00| 120.00000 15360.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
1260 631.32 44.000 HR | 186.00000 8184.00| 135.00000 5940.00| 150.00000 6600.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1270 631.36 140.000 HR | 53.00000 7420.00| 25.00000 3500.00| 50.00000 7000.00
FOREPERSON | | |
1280 637.071 LUMP| 50000.00000 50000.00| 100000.00000 100000.00| 75000.00000 75000.00
DUST CONTROL | | |
1290 639.18 1.000 EA | 30000.00000 30000.00| 4000.00000 4000.00| 15000.00000 15000.00
FIELD OFFICE TYPE A | | |
1300 639.21 LUMP| 3600.00000 3600.00| 2500.00000 2500.00| 5000.00000 5000.00
TESTING FACILITIES SOILS | | |
1310 652.31 126.000 EA | 90.00000 11340.00| 25.00000 3150.00| 30.00000 3780.00
TYPE I BARRICADE | | |
1320 652.311 100.000 EA | 110.00000 11000.00| 25.00000 2500.00| 30.00000 3000.00
TYPE II BARRICADE | | |
1330 652.33 235.000 EA | 50.00000 11750.00| 40.00000 9400.00| 30.00000 7050.00
DRUM | | |
1340 652.34 235.000 EA | 18.00000 4230.00| 10.00000 2350.00| 12.00000 2820.00
CONE | | |
1350 652.35 475.000 M2 | 129.00000 61275.00| 75.00000 35625.00| 40.00000 19000.00
CONSTRUCTION SIGNS | | |
1360 652.361 1020.000 LS | 120000.00000 120000.00| 135000.00000 135000.00| 20000.00000 20000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1370 652.38 10600.000 HR | 19.00000 201400.00| 14.00000 148400.00| 12.00000 127200.00
FLAGGER | | |
1380 652.41 4.000 EA | 6100.00000 24400.00| 10000.00000 40000.00| 20000.00000 80000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1390 656.55 340.000 M3 | 15.00000 5100.00| 15.00000 5100.00| 30.00000 10200.00
DUMPED STONE | | |
1400 656.75 LUMP| 180000.00000 180000.00| 30000.00000 30000.00| 150000.00000 150000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1410 657.24 775.000 UN | 12.50000 9687.50| 4.50000 3487.50| 0.01000 7.75
SEEDING PITS | | |
1420 658.20 108.000 M2 | 12.00000 1296.00| 11.00000 1188.00| 15.00000 1620.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1430 659.10 LUMP| 743143.00000 743143.00| 976747.00000 976747.00| 1080000.00000 1080000.00
MOBILIZATION | | |
1440 660.21 4000.000 HR | 1.00000 4000.00| 1.00000 4000.00| 2.00000 8000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 9,574,000.40| $ 9,772,463.95| $ 10,908,677.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 9,574,000.40| $ 9,772,463.95| $ 10,908,677.25
====================================================================================================================================
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 4 ) 001094 |( 5 ) 000059 |( )
|K & K EXCAVATION, INC. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 19.000 HA | 7900.00000 150100.00| 12500.00000 237500.00|
CLEARING | | |
0020 201.23 52.000 EA | 300.00000 15600.00| 150.00000 7800.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 67.000 EA | 200.00000 13400.00| 150.00000 10050.00|
REMOVING STUMP | | |
0040 201.25 12.000 EA | 400.00000 4800.00| 300.00000 3600.00|
TREE BARRIER | | |
0050 202.191 LUMP| 3000.00000 3000.00| 125000.00000 125000.00|
REMOVING EXISTING PIPE | | |
0060 202.202 3250.000 M2 | 3.50000 11375.00| 3.00000 9750.00|
REMOVING PAVEMENT SURFACE | | |
0070 202.203 1193.000 M2 | 16.00000 19088.00| 27.50000 32807.50|
PAVEMENT BUTT JOINTS | | |
0080 203.20 198250.000 M3 | 7.40000 1467050.00| 9.40000 1863550.00|
COMMON EXCAVATION | | |
0090 203.21 114540.000 M3 | 14.00000 1603560.00| 9.40000 1076676.00|
ROCK EXCAVATION | | |
0100 203.211 14450.000 M | 20.00000 289000.00| 15.00000 216750.00|
PRESPLITTING ROCK | | |
0110 203.232 2100.000 M3 | 10.00000 21000.00| 8.50000 17850.00|
MITIGATION EXCAVATION | | |
0120 203.25 13640.000 M3 | 9.00000 122760.00| 10.00000 136400.00|
GRANULAR BORROW | | |
0130 206.061 137.000 M3 | 30.00000 4110.00| 10.00000 1370.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0140 206.07 700.000 M3 | 60.00000 42000.00| 50.00000 35000.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0150 211.20 525.000 M | 8.00000 4200.00| 8.50000 4462.50|
INSLOPE EXCAVATION | | |
0160 211.30 2875.000 M | 7.50000 21562.50| 10.50000 30187.50|
DITCH EXCAVATION | | |
0170 304.08 980.000 M3 | 17.00000 16660.00| 13.50000 13230.00|
AGGREGATE BASE COURSE - SCREENED | | |
0180 304.10 95300.000 M3 | 17.00000 1620100.00| 14.00000 1334200.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0190 308.40 11250.000 M2 | 6.00000 67500.00| 6.00000 67500.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 10
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 4 ) 001094 |( 5 ) 000059 |( )
|K & K EXCAVATION, INC. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 403.207 35700.000 MG | 44.00000 1570800.00| 38.00000 1356600.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0210 403.208 14850.000 MG | 44.00000 653400.00| 38.00000 564300.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0220 403.209 475.000 MG | 91.00000 43225.00| 85.00000 40375.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0230 403.210 3150.000 MG | 44.00000 138600.00| 38.00000 119700.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0240 403.211 580.000 MG | 51.00000 29580.00| 45.00000 26100.00|
HOT MIX ASPHALT (SHIM) | | |
0250 409.15 2372.000 L | 2.00000 4744.00| 2.00000 4744.00|
BITUMINOUS TACK COAT APPLIED | | |
0260 603.15 162.000 M | 75.00000 12150.00| 80.00000 12960.00|
300 MILLI METER CULVERT PIPE OPTION I | | |
0270 603.159 79.000 M | 75.00000 5925.00| 130.00000 10270.00|
300 MM CULVERT PIPE OPTION III | | |
0280 603.16 437.000 M | 80.00000 34960.00| 85.00000 37145.00|
375 MM CULVERT PIPE OPTION I | | |
0290 603.169 135.000 M | 80.00000 10800.00| 140.00000 18900.00|
375 MM CULVERT PIPE OPTION III | | |
0300 603.17 121.000 M | 95.00000 11495.00| 90.00000 10890.00|
450 MM CULVERT PIPE OPTION I | | |
0310 603.179 421.000 M | 140.00000 58940.00| 150.00000 63150.00|
450 MM CULVERT PIPE OPTION III | | |
0320 603.19 51.000 M | 155.00000 7905.00| 100.00000 5100.00|
600 MM CULVERT PIPE OPTION I | | |
0330 603.199 204.000 M | 190.00000 38760.00| 150.00000 30600.00|
600 MM CULVERT PIPE OPTION III | | |
0340 603.209 424.000 M | 210.00000 89040.00| 160.00000 67840.00|
750 MM CULVERT PIPE OPTION III | | |
0350 603.219 45.000 M | 250.00000 11250.00| 170.00000 7650.00|
900 MM CULVERT PIPE OPTION III | | |
0360 603.229 29.000 M | 375.00000 10875.00| 250.00000 7250.00|
1050 MM CULVERT PIPE OPTION III | | |
0370 603.279 66.000 M | 700.00000 46200.00| 450.00000 29700.00|
1800 MM CULVERT PIPE OPTION III | | |
0380 604.072 6.000 EA | 1200.00000 7200.00| 1500.00000 9000.00|
CATCH BASIN TYPE A1-C | | |
0390 604.092 23.000 EA | 1300.00000 29900.00| 1500.00000 34500.00|
CATCH BASIN TYPE B1-C | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 11
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 4 ) 001094 |( 5 ) 000059 |( )
|K & K EXCAVATION, INC. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 604.096 7.000 EA | 3000.00000 21000.00| 2250.00000 15750.00|
1500 MM CATCH BASIN TYPE B1-C | | |
0410 604.11 6.000 EA | 1500.00000 9000.00| 1500.00000 9000.00|
CATCH BASIN TYPE C1 | | |
0420 604.15 1.000 EA | 1500.00000 1500.00| 2250.00000 2250.00|
MANHOLE | | |
0430 604.153 1.000 EA | 2500.00000 2500.00| 3000.00000 3000.00|
1500 MM MANHOLE | | |
0440 604.244 14.000 EA | 1000.00000 14000.00| 1100.00000 15400.00|
CATCH BASIN TYPE F4 | | |
0450 604.246 7.000 EA | 1000.00000 7000.00| 1100.00000 7700.00|
CATCH BASIN TYPE F5 | | |
0460 604.249 2.000 EA | 1250.00000 2500.00| 1200.00000 2400.00|
CATCH BASIN TYPE F6-C | | |
0470 605.09 607.000 M | 51.00000 30957.00| 50.00000 30350.00|
150 MM UNDERDRAIN TYPE B | | |
0480 605.11 1309.000 M | 80.00000 104720.00| 70.00000 91630.00|
300 MM UNDERDRAIN TYPE C | | |
0490 605.12 574.000 M | 89.00000 51086.00| 75.00000 43050.00|
375 MM UNDERDRAIN TYPE C | | |
0500 605.13 145.000 M | 105.00000 15225.00| 90.00000 13050.00|
450 MM UNDERDRAIN TYPE C | | |
0510 605.17 53.000 M | 150.00000 7950.00| 150.00000 7950.00|
750 MM UNDERDRAIN TYPE C | | |
0520 606.151 103.000 M | 67.00000 6901.00| 45.00000 4635.00|
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0530 606.23 840.000 M | 38.00000 31920.00| 35.00000 29400.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0540 606.265 2.000 EA | 25.00000 50.00| 50.00000 100.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0550 606.35 28.000 EA | 25.00000 700.00| 40.00000 1120.00|
GUARDRAIL DELINEATOR POST | | |
0560 606.363 27.000 M | 4.00000 108.00| 10.00000 270.00|
GUARDRAIL REMOVE AND DISPOSE | | |
0570 606.47 77.000 EA | 48.00000 3696.00| 50.00000 3850.00|
SINGLE WOOD POST | | |
0580 606.51 9.000 EA | 260.00000 2340.00| 300.00000 2700.00|
MULTIPLE MAILBOX SUPPORT | | |
0590 606.55 80.000 M | 38.00000 3040.00| 35.00000 2800.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 12
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 4 ) 001094 |( 5 ) 000059 |( )
|K & K EXCAVATION, INC. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 606.59 4.000 M | 50.00000 200.00| 50.00000 200.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0610 606.60 4.000 M | 50.00000 200.00| 50.00000 200.00|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0620 606.611 9.000 M | 110.00000 990.00| 110.00000 990.00|
TIMBER GUARDRAIL | | |
0630 606.76 4.000 EA | 1500.00000 6000.00| 1300.00000 5200.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0640 606.79 7.000 EA | 1600.00000 11200.00| 1400.00000 9800.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0650 606.80 1.000 EA | 5000.00000 5000.00| 7500.00000 7500.00|
BURIED-IN-SLOPE GUARDRAIL END | | |
0660 607.09 9775.000 M | 18.50000 180837.50| 12.00000 117300.00|
WOVEN WIRE FENCE - METAL POSTS | | |
0670 607.24 350.000 M | 38.00000 13300.00| 25.00000 8750.00|
REMOVE AND RESET FENCE | | |
0680 607.291 83.000 M | 100.00000 8300.00| 100.00000 8300.00|
REMOVE AND RESET STONE WALL | | |
0690 607.32 52.000 EA | 245.00000 12740.00| 100.00000 5200.00|
BRACING ASSEMBLY TYPE I - METAL POSTS | | |
0700 607.33 114.000 EA | 325.00000 37050.00| 120.00000 13680.00|
BRACING ASSEMBLY TYPE II - METAL POSTS | | |
0710 608.07 135.000 M2 | 100.00000 13500.00| 55.00000 7425.00|
PLAIN CONCRETE SIDEWALK | | |
0720 608.101 2.000 EA | 1000.00000 2000.00| 2500.00000 5000.00|
GRANITE WALKWAY | | |
0730 609.11 230.000 M | 77.00000 17710.00| 75.00000 17250.00|
VERTICAL CURB TYPE 1 | | |
0740 609.234 10.000 EA | 135.00000 1350.00| 125.00000 1250.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0750 609.31 2160.000 M | 12.00000 25920.00| 15.00000 32400.00|
CURB TYPE 3 | | |
0760 609.34 114.000 M | 65.00000 7410.00| 65.00000 7410.00|
CURB TYPE 5 | | |
0770 609.35 12.000 M | 85.00000 1020.00| 175.00000 2100.00|
CURB TYPE 5 - CIRCULAR | | |
0780 610.08 4620.000 M3 | 35.00000 161700.00| 45.00000 207900.00|
PLAIN RIPRAP | | |
0790 610.18 8215.000 M3 | 32.70000 268630.50| 18.50000 151977.50|
STONE DITCH PROTECTION | | |
0800 612.06 740.000 M2 | 6.00000 4440.00| 4.00000 2960.00|
BITUMINOUS SEALING - BLACK | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 13
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 4 ) 001094 |( 5 ) 000059 |( )
|K & K EXCAVATION, INC. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0810 613.319 17175.000 M2 | 2.75000 47231.25| 2.00000 34350.00|
EROSION CONTROL BLANKET | | |
0820 615.07 7425.000 M3 | 19.00000 141075.00| 25.00000 185625.00|
LOAM | | |
0830 615.08 1000.000 M3 | 25.00000 25000.00| 25.00000 25000.00|
WETLANDS LOAM | | |
0840 615.09 1000.000 M3 | 10.00000 10000.00| 10.00000 10000.00|
TOPSOIL SALVAGE | | |
0850 618.1301 140.000 UN | 13.00000 1820.00| 22.50000 3150.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0860 618.1401 825.000 UN | 13.00000 10725.00| 12.50000 10312.50|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0870 618.1411 536.000 UN | 15.00000 8040.00| 30.00000 16080.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0880 618.143 10.000 UN | 55.00000 550.00| 10.00000 100.00|
SPECIAL SEED MIX: | | |
0890 618.25 5.000 M3 | 35.00000 175.00| 50.00000 250.00|
APPLIED WATER | | |
0900 619.1201 1305.000 UN | 12.00000 15660.00| 7.00000 9135.00|
MULCH - PLAN QUANTITY | | |
0910 619.1401 100.000 M3 | 55.00000 5500.00| 35.00000 3500.00|
EROSION CONTROL MIX | | |
0920 619.141 30.000 UN | 16.00000 480.00| 11.00000 330.00|
SPECIAL MULCH | | |
0930 620.58 23475.000 M2 | 3.90000 91552.50| 1.00000 23475.00|
EROSION CONTROL GEOTEXTILE | | |
0940 621.01 1500.000 EA | 2.00000 3000.00| 7.50000 11250.00|
EVERGREEN TREES (200 MM - 300 MM) | | |
0950 621.025 120.000 EA | 72.00000 8640.00| 50.00000 6000.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0960 621.026 48.000 EA | 66.00000 3168.00| 60.00000 2880.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0970 621.031 36.000 EA | 72.00000 2592.00| 55.00000 1980.00|
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0980 621.032 12.000 EA | 126.00000 1512.00| 115.00000 1380.00|
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0990 621.033 12.000 EA | 126.00000 1512.00| 115.00000 1380.00|
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP C | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 14
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 4 ) 001094 |( 5 ) 000059 |( )
|K & K EXCAVATION, INC. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1000 621.037 96.000 EA | 200.00000 19200.00| 135.00000 12960.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
1010 621.038 60.000 EA | 150.00000 9000.00| 150.00000 9000.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
1020 621.044 12.000 EA | 100.00000 1200.00| 175.00000 2100.00|
EVERGREEN TREES (1800 MM - 2400 MM) | | |
GROUP B | | |
1030 621.126 177.000 EA | 130.00000 23010.00| 105.00000 18585.00|
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
1040 621.196 222.000 EA | 256.00000 56832.00| 215.00000 47730.00|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
1050 621.273 55.000 EA | 296.00000 16280.00| 275.00000 15125.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
1060 621.51 948.000 EA | 29.00000 27492.00| 20.00000 18960.00|
DECIDUOUS SHRUBS (375 MM - 450 MM) | | |
1070 621.511 516.000 EA | 33.00000 17028.00| 22.00000 11352.00|
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
1080 621.552 36.000 EA | 52.00000 1872.00| 30.00000 1080.00|
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
1090 621.558 12.000 EA | 53.00000 636.00| 60.00000 720.00|
DECIDUOUS SHRUBS (1200 MM - 1500 MM) | | |
GROUP A | | |
1100 621.80 LUMP| 10000.00000 10000.00| 25000.00000 25000.00|
ESTABLISHMENT PERIOD | | |
1110 625.147 45.000 M | 100.00000 4500.00| 100.00000 4500.00|
250 MM PIPE SLEEVE | | |
1120 627.711 48505.000 M | 0.50000 24252.50| 0.25000 12126.25|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
1130 627.75 29.000 M2 | 40.00000 1160.00| 12.50000 362.50|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1140 627.76 LUMP| 13000.00000 13000.00| 10000.00000 10000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 15
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
====================================================================================================================================
|( 4 ) 001094 |( 5 ) 000059 |( )
|K & K EXCAVATION, INC. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1150 629.05 80.000 HR | 25.00000 2000.00| 35.00000 2800.00|
HAND LABOR, STRAIGHT TIME | | |
1160 631.10 18.000 HR | 40.00000 720.00| 60.00000 1080.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
1170 631.11 18.000 HR | 30.00000 540.00| 60.00000 1080.00|
AIR TOOL (INCLUDING OPERATOR) | | |
1180 631.12 162.000 HR | 100.00000 16200.00| 135.00000 21870.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1190 631.13 100.000 HR | 75.00000 7500.00| 135.00000 13500.00|
BULLDOZER (INCLUDING OPERATOR) | | |
1200 631.132 36.000 HR | 60.00000 2160.00| 110.00000 3960.00|
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
1210 631.14 136.000 HR | 75.00000 10200.00| 135.00000 18360.00|
GRADER (INCLUDING OPERATOR) | | |
1220 631.172 136.000 HR | 45.00000 6120.00| 65.00000 8840.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1230 631.20 70.000 HR | 100.00000 7000.00| 250.00000 17500.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1240 631.21 36.000 HR | 50.00000 1800.00| 75.00000 2700.00|
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
1250 631.22 128.000 HR | 75.00000 9600.00| 125.00000 16000.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
1260 631.32 44.000 HR | 110.00000 4840.00| 300.00000 13200.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1270 631.36 140.000 HR | 35.00000 4900.00| 40.00000 5600.00|
FOREPERSON | | |
1280 637.071 LUMP| 15000.00000 15000.00| 150000.00000 150000.00|
DUST CONTROL | | |
1290 639.18 1.000 EA | 20000.00000 20000.00| 25000.00000 25000.00|
FIELD OFFICE TYPE A | | |
1300 639.21 LUMP| 4000.00000 4000.00| 15000.00000 15000.00|
TESTING FACILITIES SOILS | | |
1310 652.31 126.000 EA | 40.00000 5040.00| 50.00000 6300.00|
TYPE I BARRICADE | | |
1320 652.311 100.000 EA | 40.00000 4000.00| 50.00000 5000.00|
TYPE II BARRICADE | | |
1330 652.33 235.000 EA | 50.00000 11750.00| 75.00000 17625.00|
DRUM | | |
1340 652.34 235.000 EA | 15.00000 3525.00| 25.00000 5875.00|
CONE | | |
LETTING DATE : 01/29/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/30/03
PAGE : 16
LOCATION : TABULATION OF BIDS
CONTRACT ID : 003517.31A
=========
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|( 4 ) 001094 |( 5 ) 000059 |( )
|K & K EXCAVATION, INC. |PIKE INDUSTRIES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1350 652.35 475.000 M2 | 80.00000 38000.00| 50.00000 23750.00|
CONSTRUCTION SIGNS | | |
1360 652.361 1020.000 LS | 16000.00000 16000.00| 350000.00000 350000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1370 652.38 10600.000 HR | 13.00000 137800.00| 15.50000 164300.00|
FLAGGER | | |
1380 652.41 4.000 EA | 10000.00000 40000.00| 12500.00000 50000.00|
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1390 656.55 340.000 M3 | 40.00000 13600.00| 50.00000 17000.00|
DUMPED STONE | | |
1400 656.75 LUMP| 40000.00000 40000.00| 130000.00000 130000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1410 657.24 775.000 UN | 20.00000 15500.00| 10.00000 7750.00|
SEEDING PITS | | |
1420 658.20 108.000 M2 | 15.00000 1620.00| 12.50000 1350.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1430 659.10 LUMP| 466784.25000 466784.25| 1100000.00000 1100000.00|
MOBILIZATION | | |
1440 660.21 4000.000 HR | 1.00000 4000.00| 1.00000 4000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 10,922,200.00| $ 11,314,873.25| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 10,922,200.00| $ 11,314,873.25| $
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