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LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00 COMPLETION DATE : 06/10/05
=========
PROJECT(S): STP-8593(00)X LOCATION(S): HAMPDEN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : URBAN HIGHWAY CONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000649 SARGENT & SARGENT, INC. $ 2,278,644.85 100.0000%
2 000022 LANE CONSTRUCTION CORP. (THE) $ 2,411,833.09 105.8451%
3 000304 LOU SILVER INC. $ 2,420,111.59 106.2084%
4 001195 VAUGHN THIBODEAU & SONS, INC. $ 2,459,849.90 107.9523%
5 000036 H E SARGENT, INC. $ 2,744,318.44 120.4364%
6 001934 MAINE EARTH $ 2,789,594.21 122.4234%
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000304
|SARGENT & SARGENT, INC. |LANE CONSTRUCTION CORP. (TH |LOU SILVER 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 0.250 HA | 32000.00000 8000.00| 15000.00000 3750.00| 9750.00000 2437.50
CLEARING | | |
0020 201.23 1.000 EA | 500.00000 500.00| 600.00000 600.00| 250.00000 250.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 6.000 EA | 250.00000 1500.00| 200.00000 1200.00| 180.00000 1080.00
REMOVING STUMP | | |
0040 202.15 7.000 EA | 250.00000 1750.00| 1800.00000 12600.00| 380.00000 2660.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.17 12.500 LS | 13250.00000 13250.00| 10000.00000 10000.00| 9340.00000 9340.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0060 203.20 14255.000 M3 | 10.00000 142550.00| 11.00000 156805.00| 12.55000 178900.25
COMMON EXCAVATION | | |
0070 203.21 25.000 M3 | 85.00000 2125.00| 200.00000 5000.00| 46.00000 1150.00
ROCK EXCAVATION | | |
0080 203.2312 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 10250.00000 10250.00
HEALTH AND SAFETY PLAN | | |
0090 203.2333 35.000 MG | 75.00000 2625.00| 50.00000 1750.00| 140.00000 4900.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0100 204.41 556.000 M2 | 6.00000 3336.00| 14.75000 8201.00| 6.60000 3669.60
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000304
|SARGENT & SARGENT, INC. |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.061 25.000 M3 | 24.00000 600.00| 40.00000 1000.00| 29.00000 725.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0120 206.07 25.000 M3 | 175.00000 4375.00| 250.00000 6250.00| 193.00000 4825.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0130 304.08 14.000 M3 | 24.00000 336.00| 30.00000 420.00| 24.25000 339.50
AGGREGATE BASE COURSE - SCREENED | | |
0140 304.10 11500.000 M3 | 15.00000 172500.00| 15.00000 172500.00| 17.30000 198950.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0150 310.23 10660.000 M2 | 7.00000 74620.00| 5.95000 63427.00| 5.95000 63427.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0160 403.207 3725.000 MG | 38.00000 141550.00| 37.75000 140618.75| 37.75000 140618.75
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.208 2485.000 MG | 39.00000 96915.00| 38.40000 95424.00| 38.40000 95424.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0180 403.209 1160.000 MG | 80.00000 92800.00| 80.00000 92800.00| 85.00000 98600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0190 403.211 835.000 MG | 42.00000 35070.00| 41.50000 34652.50| 41.50000 34652.50
HOT MIX ASPHALT (SHIM) | | |
0200 409.15 2030.000 L | 1.50000 3045.00| 1.50000 3045.00| 1.50000 3045.00
BITUMINOUS TACK COAT APPLIED | | |
0210 602.30 27.000 M3 | 75.00000 2025.00| 330.00000 8910.00| 170.00000 4590.00
FLOWABLE CONCRETE FILL | | |
0220 603.159 80.000 M | 80.00000 6400.00| 180.00000 14400.00| 87.65000 7012.00
300 MM CULVERT PIPE OPTION III | | |
0230 603.161 40.000 M | 80.00000 3200.00| 275.00000 11000.00| 80.00000 3200.00
375 MM CORRUGATED METAL PIPE | | |
0240 603.169 31.000 M | 100.00000 3100.00| 190.00000 5890.00| 167.00000 5177.00
375 MM CULVERT PIPE OPTION III | | |
0250 603.171 20.000 M | 100.00000 2000.00| 300.00000 6000.00| 117.25000 2345.00
450 MM CORRUGATED METAL PIPE | | |
0260 603.179 13.000 M | 120.00000 1560.00| 200.00000 2600.00| 309.00000 4017.00
450 MM CULVERT PIPE OPTION III | | |
0270 603.189 29.000 M | 135.00000 3915.00| 210.00000 6090.00| 335.00000 9715.00
525 MM CULVERT PIPE OPTION III | | |
0280 603.199 30.000 M | 150.00000 4500.00| 250.00000 7500.00| 238.70000 7161.00
600 MM CULVERT PIPE OPTION III | | |
0290 603.2009 15.000 M | 200.00000 3000.00| 260.00000 3900.00| 377.65000 5664.75
675 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000304
|SARGENT & SARGENT, INC. |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 603.209 121.000 M | 225.00000 27225.00| 250.00000 30250.00| 192.00000 23232.00
750 MM CULVERT PIPE OPTION III | | |
0310 603.219 38.000 M | 300.00000 11400.00| 325.00000 12350.00| 381.40000 14493.20
900 MM CULVERT PIPE OPTION III | | |
0320 603.77 5.000 EA | 400.00000 2000.00| 225.00000 1125.00| 295.00000 1475.00
375 MM INLET GRATE UNIT | | |
0330 603.78 2.000 EA | 500.00000 1000.00| 240.00000 480.00| 360.00000 720.00
450 MM INLET GRATE UNIT | | |
0340 604.092 46.000 EA | 2400.00000 110400.00| 2400.00000 110400.00| 1850.00000 85100.00
CATCH BASIN TYPE B1-C | | |
0350 604.182 5.000 EA | 169.00000 845.00| 225.00000 1125.00| 335.00000 1675.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0360 604.245 2.000 EA | 1500.00000 3000.00| 1400.00000 2800.00| 1100.00000 2200.00
CATCH BASIN TYPE F4-C | | |
0370 604.247 1.000 EA | 1800.00000 1800.00| 1500.00000 1500.00| 1500.00000 1500.00
CATCH BASIN TYPE F5-C | | |
0380 604.262 2.000 EA | 2400.00000 4800.00| 1650.00000 3300.00| 1420.00000 2840.00
CATCH BASIN TYPE B5-C | | |
0390 605.09 1233.000 M | 60.00000 73980.00| 65.00000 80145.00| 67.10000 82734.30
150 MM UNDERDRAIN TYPE B | | |
0400 605.10 9.000 M | 60.00000 540.00| 80.00000 720.00| 66.15000 595.35
150 MM UNDERDRAIN OUTLET | | |
0410 605.11 1143.000 M | 85.00000 97155.00| 90.00000 102870.00| 94.20000 107670.60
300 MM UNDERDRAIN TYPE C | | |
0420 605.12 264.000 M | 90.00000 23760.00| 115.00000 30360.00| 97.25000 25674.00
375 MM UNDERDRAIN TYPE C | | |
0430 605.13 44.000 M | 100.00000 4400.00| 123.00000 5412.00| 138.00000 6072.00
450 MM UNDERDRAIN TYPE C | | |
0440 605.14 158.000 M | 120.00000 18960.00| 135.00000 21330.00| 133.50000 21093.00
525 MM UNDERDRAIN TYPE C | | |
0450 605.16 90.000 M | 160.00000 14400.00| 141.00000 12690.00| 157.50000 14175.00
675 MM UNDERDRAIN TYPE C | | |
0460 606.23 278.000 M | 43.00000 11954.00| 43.00000 11954.00| 45.00000 12510.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0470 606.232 31.000 M | 49.00000 1519.00| 49.00000 1519.00| 50.00000 1550.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0480 606.265 3.000 EA | 50.00000 150.00| 50.00000 150.00| 50.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0490 606.35 7.000 EA | 22.25000 155.75| 22.25000 155.75| 23.00000 161.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000304
|SARGENT & SARGENT, INC. |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 606.47 10.000 EA | 22.25000 222.50| 22.25000 222.50| 23.00000 230.00
SINGLE WOOD POST | | |
0510 606.48 2.000 EA | 40.65000 81.30| 40.65000 81.30| 42.00000 84.00
SINGLE GALVANIZED STEEL POST | | |
0520 606.63 4.000 M | 42.40000 169.60| 42.40000 169.60| 45.00000 180.00
THRIE BEAM RAIL BEAM | | |
0530 607.24 6.000 M | 58.00000 348.00| 58.00000 348.00| 60.00000 360.00
REMOVE AND RESET FENCE | | |
0540 608.08 6.000 M2 | 50.00000 300.00| 120.00000 720.00| 144.20000 865.20
REINFORCED CONCRETE SIDEWALK | | |
0550 609.11 3.000 M | 130.00000 390.00| 150.00000 450.00| 100.00000 300.00
VERTICAL CURB TYPE 1 | | |
0560 609.31 2395.000 M | 12.00000 28740.00| 14.00000 33530.00| 12.95000 31015.25
CURB TYPE 3 | | |
0570 610.08 105.000 M3 | 50.00000 5250.00| 150.00000 15750.00| 100.00000 10500.00
PLAIN RIPRAP | | |
0580 610.18 10.000 M3 | 45.00000 450.00| 150.00000 1500.00| 57.60000 576.00
STONE DITCH PROTECTION | | |
0590 612.06 720.000 M2 | 3.00000 2160.00| 4.00000 2880.00| 3.54000 2548.80
BITUMINOUS SEALING - BLACK | | |
0600 613.319 160.000 M2 | 2.00000 320.00| 3.00000 480.00| 3.15000 504.00
EROSION CONTROL BLANKET | | |
0610 615.07 1270.000 M3 | 8.00000 10160.00| 8.00000 10160.00| 28.60000 36322.00
LOAM | | |
0620 618.1301 13.000 UN | 24.00000 312.00| 55.00000 715.00| 56.95000 740.35
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0630 618.15 50.000 KG | 3.00000 150.00| 4.00000 200.00| 2.75000 137.50
TEMPORARY SEEDING | | |
0640 619.1201 65.000 UN | 7.00000 455.00| 10.00000 650.00| 38.00000 2470.00
MULCH - PLAN QUANTITY | | |
0650 621.037 9.000 EA | 165.00000 1485.00| 165.00000 1485.00| 265.00000 2385.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0660 621.178 47.000 EA | 126.00000 5922.00| 126.00000 5922.00| 125.00000 5875.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0670 621.195 12.000 EA | 258.00000 3096.00| 258.00000 3096.00| 250.00000 3000.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0680 621.267 6.000 EA | 248.00000 1488.00| 248.00000 1488.00| 285.00000 1710.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000304
|SARGENT & SARGENT, INC. |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 621.54 40.000 EA | 26.00000 1040.00| 26.00000 1040.00| 35.00000 1400.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0700 621.80 LUMP| 1000.00000 1000.00| 900.00000 900.00| 5000.00000 5000.00
ESTABLISHMENT PERIOD | | |
0710 627.711 7736.000 M | 0.45000 3481.20| 0.41000 3171.76| 0.41000 3171.76
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0720 627.75 165.000 M2 | 13.50000 2227.50| 13.45000 2219.25| 13.45000 2219.25
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0730 627.78 3868.000 M | 0.75000 2901.00| 0.66000 2552.88| 0.66000 2552.88
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0740 629.05 10.000 HR | 24.00000 240.00| 25.00000 250.00| 24.40000 244.00
HAND LABOR, STRAIGHT TIME | | |
0750 631.12 10.000 HR | 100.00000 1000.00| 125.00000 1250.00| 86.00000 860.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0760 631.172 20.000 HR | 48.00000 960.00| 50.00000 1000.00| 58.00000 1160.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0770 631.18 5.000 HR | 32.00000 160.00| 50.00000 250.00| 27.40000 137.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0780 631.20 5.000 HR | 90.00000 450.00| 150.00000 750.00| 95.00000 475.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0790 631.22 20.000 HR | 90.00000 1800.00| 80.00000 1600.00| 80.00000 1600.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0800 631.32 5.000 HR | 125.00000 625.00| 120.00000 600.00| 285.00000 1425.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0810 637.071 LUMP| 25000.00000 25000.00| 8000.00000 8000.00| 11800.00000 11800.00
DUST CONTROL | | |
0820 639.18 1.000 EA | 10000.00000 10000.00| 9000.00000 9000.00| 14000.00000 14000.00
FIELD OFFICE TYPE A | | |
0830 642.15 9.000 EA | 1000.00000 9000.00| 1800.00000 16200.00| 1400.00000 12600.00
PRECAST CONCRETE STEPS | | |
0840 642.151 1.000 EA | 250.00000 250.00| 800.00000 800.00| 225.00000 225.00
REMOVE AND RESET PRECAST STEPS | | |
0850 652.31 10.000 EA | 75.00000 750.00| 40.00000 400.00| 66.00000 660.00
TYPE I BARRICADE | | |
0860 652.311 20.000 EA | 100.00000 2000.00| 40.00000 800.00| 83.00000 1660.00
TYPE II BARRICADE | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000304
|SARGENT & SARGENT, INC. |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 652.33 45.000 EA | 75.00000 3375.00| 30.00000 1350.00| 67.00000 3015.00
DRUM | | |
0880 652.34 80.000 EA | 20.00000 1600.00| 12.00000 960.00| 19.40000 1552.00
CONE | | |
0890 652.35 75.000 M2 | 120.00000 9000.00| 60.00000 4500.00| 110.00000 8250.00
CONSTRUCTION SIGNS | | |
0900 652.361 200.000 LS | 25000.00000 25000.00| 45000.00000 45000.00| 12650.00000 12650.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0910 652.38 4000.000 HR | 14.00000 56000.00| 12.00000 48000.00| 12.05000 48200.00
FLAGGER | | |
0920 656.75 LUMP| 26300.00000 26300.00| 25000.00000 25000.00| 7725.00000 7725.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0930 657.24 50.000 UN | 10.00000 500.00| 22.00000 1100.00| 35.00000 1750.00
SEEDING PITS | | |
0940 658.20 280.000 M2 | 6.00000 1680.00| 8.26000 2312.80| 8.26000 2312.80
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0950 659.10 LUMP| 167500.00000 167500.00| 150000.00000 150000.00| 100000.00000 100000.00
MOBILIZATION | | |
0960 660.21 1000.000 HR | 2.00000 2000.00| 1.00000 1000.00| 1.50000 1500.00
ON-THE-JOB TRAINING (BID) | | |
0970 801.17 15.000 M | 200.00000 3000.00| 175.00000 2625.00| 430.00000 6450.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
0980 801.18 30.000 M | 200.00000 6000.00| 193.00000 5790.00| 335.00000 10050.00
300 MM PVC SANITARY SEWER (SDR-35) | | |
0990 803.16 2.000 EA | 3000.00000 6000.00| 3300.00000 6600.00| 2500.00000 5000.00
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
1000 812.162 18.000 EA | 250.00000 4500.00| 350.00000 6300.00| 500.00000 9000.00
ADJUST SEWER MANHOLE TO GRADE | | |
SECTION TOTALS | $ 1,675,929.85| $ 1,742,138.09| $ 1,688,194.09
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 WATER UTILITIES - NON-PART.
| | |
1010 403.207 50.000 MG | 100.00000 5000.00| 75.00000 3750.00| 75.00000 3750.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
1020 803.01 7.000 EA | 125.00000 875.00| 620.00000 4340.00| 760.00000 5320.00
TEST PITS | | |
1030 803.1351 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 12300.00000 12300.00
150 MM SERVICE LATERAL | | |
1040 803.1361 LUMP| 17250.00000 17250.00| 20000.00000 20000.00| 12450.00000 12450.00
300 MM SERVICE LATERAL | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000304
|SARGENT & SARGENT, INC. |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1050 822.33 25.000 M | 200.00000 5000.00| 140.00000 3500.00| 241.00000 6025.00
150 MM CLASS 52 DI PIPE | | |
1060 822.34 25.000 M | 200.00000 5000.00| 160.00000 4000.00| 282.00000 7050.00
200 MM CLASS 52 DI PIPE | | |
1070 822.36 1815.000 M | 201.00000 364815.00| 250.00000 453750.00| 255.85000 464367.75
300 MM CLASS 52 DI PIPE | | |
1080 823.31 15.000 EA | 1600.00000 24000.00| 1700.00000 25500.00| 1660.00000 24900.00
300 MM GATE VALVE | | |
1090 823.325 2.000 EA | 1000.00000 2000.00| 900.00000 1800.00| 1100.00000 2200.00
200 MM GATE VALVE | | |
1100 823.3254 1.000 EA | 6000.00000 6000.00| 6500.00000 6500.00| 6500.00000 6500.00
200 MM INSERTION VALVE | | |
1110 823.3257 3.000 EA | 5000.00000 15000.00| 6000.00000 18000.00| 5900.00000 17700.00
150 MM INSERTION VALVE | | |
1120 823.331 6.000 EA | 500.00000 3000.00| 550.00000 3300.00| 810.00000 4860.00
150 MM GATE VALVE | | |
1130 824.30 8.000 EA | 3500.00000 28000.00| 3300.00000 26400.00| 4325.00000 34600.00
FIRE HYDRANTS | | |
1140 825.311 55.000 EA | 250.00000 13750.00| 65.00000 3575.00| 17.75000 976.25
19 MM CORPORATION | | |
1150 825.312 55.000 EA | 250.00000 13750.00| 65.00000 3575.00| 85.00000 4675.00
19 MM CURB STOP | | |
1160 825.32 3.000 EA | 500.00000 1500.00| 320.00000 960.00| 110.00000 330.00
50 MM CORPORATION | | |
1170 825.322 3.000 EA | 300.00000 900.00| 320.00000 960.00| 225.00000 675.00
50 MM CURB STOP | | |
1180 825.33 38.000 EA | 300.00000 11400.00| 85.00000 3230.00| 27.00000 1026.00
25 MM CORPORATION | | |
1190 825.331 38.000 EA | 300.00000 11400.00| 85.00000 3230.00| 100.00000 3800.00
25 MM CURB STOP | | |
1200 825.41 225.000 M | 100.00000 22500.00| 125.00000 28125.00| 207.50000 46687.50
19 MM COPPER SERVICE | | |
1210 825.42 45.000 M | 120.00000 5400.00| 135.00000 6075.00| 330.00000 14850.00
50 MM COPPER SERVICE | | |
1220 825.43 175.000 M | 110.00000 19250.00| 125.00000 21875.00| 250.00000 43750.00
25 MM COPPER SERVICE | | |
1230 827.301 75.000 M3 | 150.00000 11250.00| 200.00000 15000.00| 135.00000 10125.00
ROCK EXCAVATION WATER MAIN | | |
1240 827.311 75.000 M3 | 24.00000 1800.00| 15.00000 1125.00| 20.00000 1500.00
UNSUITABLE SOIL EXCAVATION, REMOVE AND | | |
REFILL- BELOW GRADE | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 1 ) 000649 |( 2 ) 000022 |( 3 ) 000304
|SARGENT & SARGENT, INC. |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1250 827.33 75.000 M | 25.00000 1875.00| 15.00000 1125.00| 20.00000 1500.00
TRENCH INSULATION | | |
SECTION TOTALS | $ 602,715.00| $ 669,695.00| $ 731,917.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,278,644.85| $ 2,411,833.09| $ 2,420,111.59
====================================================================================================================================
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 9
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 4 ) 001195 |( 5 ) 000036 |( 6 ) 001934
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.250 HA | 20000.00000 5000.00| 40000.00000 10000.00| 24000.00000 6000.00
CLEARING | | |
0020 201.23 1.000 EA | 1500.00000 1500.00| 500.00000 500.00| 1500.00000 1500.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 6.000 EA | 225.00000 1350.00| 500.00000 3000.00| 500.00000 3000.00
REMOVING STUMP | | |
0040 202.15 7.000 EA | 500.00000 3500.00| 1000.00000 7000.00| 1200.00000 8400.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.17 12.500 LS | 3000.00000 3000.00| 10000.00000 10000.00| 2000.00000 2000.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0060 203.20 14255.000 M3 | 9.70000 138273.50| 16.00000 228080.00| 17.00000 242335.00
COMMON EXCAVATION | | |
0070 203.21 25.000 M3 | 200.00000 5000.00| 150.00000 3750.00| 190.00000 4750.00
ROCK EXCAVATION | | |
0080 203.2312 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 5000.00000 5000.00
HEALTH AND SAFETY PLAN | | |
0090 203.2333 35.000 MG | 280.00000 9800.00| 85.00000 2975.00| 190.00000 6650.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0100 204.41 556.000 M2 | 4.80000 2668.80| 6.00000 3336.00| 20.00000 11120.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 206.061 25.000 M3 | 40.00000 1000.00| 15.00000 375.00| 48.00000 1200.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0120 206.07 25.000 M3 | 200.00000 5000.00| 160.00000 4000.00| 190.00000 4750.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0130 304.08 14.000 M3 | 40.00000 560.00| 32.00000 448.00| 70.00000 980.00
AGGREGATE BASE COURSE - SCREENED | | |
0140 304.10 11500.000 M3 | 18.00000 207000.00| 18.00000 207000.00| 30.00000 345000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0150 310.23 10660.000 M2 | 7.50000 79950.00| 5.95000 63427.00| 5.95000 63427.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0160 403.207 3725.000 MG | 42.00000 156450.00| 37.75000 140618.75| 37.75000 140618.75
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.208 2485.000 MG | 42.00000 104370.00| 38.40000 95424.00| 38.40000 95424.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0180 403.209 1160.000 MG | 93.00000 107880.00| 80.00000 92800.00| 80.00000 92800.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 10
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 4 ) 001195 |( 5 ) 000036 |( 6 ) 001934
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 403.211 835.000 MG | 48.00000 40080.00| 41.50000 34652.50| 41.50000 34652.50
HOT MIX ASPHALT (SHIM) | | |
0200 409.15 2030.000 L | 0.80000 1624.00| 1.50000 3045.00| 1.50000 3045.00
BITUMINOUS TACK COAT APPLIED | | |
0210 602.30 27.000 M3 | 120.00000 3240.00| 75.00000 2025.00| 140.00000 3780.00
FLOWABLE CONCRETE FILL | | |
0220 603.159 80.000 M | 160.00000 12800.00| 100.00000 8000.00| 150.00000 12000.00
300 MM CULVERT PIPE OPTION III | | |
0230 603.161 40.000 M | 180.00000 7200.00| 105.00000 4200.00| 210.00000 8400.00
375 MM CORRUGATED METAL PIPE | | |
0240 603.169 31.000 M | 190.00000 5890.00| 110.00000 3410.00| 280.00000 8680.00
375 MM CULVERT PIPE OPTION III | | |
0250 603.171 20.000 M | 200.00000 4000.00| 120.00000 2400.00| 210.00000 4200.00
450 MM CORRUGATED METAL PIPE | | |
0260 603.179 13.000 M | 300.00000 3900.00| 130.00000 1690.00| 352.00000 4576.00
450 MM CULVERT PIPE OPTION III | | |
0270 603.189 29.000 M | 298.00000 8642.00| 160.00000 4640.00| 340.00000 9860.00
525 MM CULVERT PIPE OPTION III | | |
0280 603.199 30.000 M | 260.00000 7800.00| 150.00000 4500.00| 230.00000 6900.00
600 MM CULVERT PIPE OPTION III | | |
0290 603.2009 15.000 M | 312.00000 4680.00| 220.00000 3300.00| 384.00000 5760.00
675 MM CULVERT PIPE OPTION III | | |
0300 603.209 121.000 M | 275.00000 33275.00| 220.00000 26620.00| 205.00000 24805.00
750 MM CULVERT PIPE OPTION III | | |
0310 603.219 38.000 M | 350.00000 13300.00| 400.00000 15200.00| 350.00000 13300.00
900 MM CULVERT PIPE OPTION III | | |
0320 603.77 5.000 EA | 300.00000 1500.00| 350.00000 1750.00| 450.00000 2250.00
375 MM INLET GRATE UNIT | | |
0330 603.78 2.000 EA | 350.00000 700.00| 510.00000 1020.00| 500.00000 1000.00
450 MM INLET GRATE UNIT | | |
0340 604.092 46.000 EA | 2200.00000 101200.00| 2225.00000 102350.00| 2300.00000 105800.00
CATCH BASIN TYPE B1-C | | |
0350 604.182 5.000 EA | 200.00000 1000.00| 500.00000 2500.00| 500.00000 2500.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0360 604.245 2.000 EA | 1500.00000 3000.00| 1500.00000 3000.00| 800.00000 1600.00
CATCH BASIN TYPE F4-C | | |
0370 604.247 1.000 EA | 1500.00000 1500.00| 1550.00000 1550.00| 800.00000 800.00
CATCH BASIN TYPE F5-C | | |
0380 604.262 2.000 EA | 2200.00000 4400.00| 1800.00000 3600.00| 2300.00000 4600.00
CATCH BASIN TYPE B5-C | | |
0390 605.09 1233.000 M | 65.00000 80145.00| 95.00000 117135.00| 90.00000 110970.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 11
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 4 ) 001195 |( 5 ) 000036 |( 6 ) 001934
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 605.10 9.000 M | 150.00000 1350.00| 95.00000 855.00| 100.00000 900.00
150 MM UNDERDRAIN OUTLET | | |
0410 605.11 1143.000 M | 125.00000 142875.00| 115.00000 131445.00| 137.00000 156591.00
300 MM UNDERDRAIN TYPE C | | |
0420 605.12 264.000 M | 130.00000 34320.00| 120.00000 31680.00| 131.00000 34584.00
375 MM UNDERDRAIN TYPE C | | |
0430 605.13 44.000 M | 140.00000 6160.00| 150.00000 6600.00| 155.00000 6820.00
450 MM UNDERDRAIN TYPE C | | |
0440 605.14 158.000 M | 200.00000 31600.00| 180.00000 28440.00| 180.00000 28440.00
525 MM UNDERDRAIN TYPE C | | |
0450 605.16 90.000 M | 230.00000 20700.00| 230.00000 20700.00| 180.00000 16200.00
675 MM UNDERDRAIN TYPE C | | |
0460 606.23 278.000 M | 58.00000 16124.00| 45.00000 12510.00| 49.21000 13680.38
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0470 606.232 31.000 M | 66.00000 2046.00| 47.00000 1457.00| 52.49000 1627.19
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0480 606.265 3.000 EA | 33.00000 99.00| 50.00000 150.00| 60.00000 180.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0490 606.35 7.000 EA | 33.00000 231.00| 22.00000 154.00| 30.00000 210.00
GUARDRAIL DELINEATOR POST | | |
0500 606.47 10.000 EA | 42.00000 420.00| 45.00000 450.00| 35.00000 350.00
SINGLE WOOD POST | | |
0510 606.48 2.000 EA | 50.00000 100.00| 40.00000 80.00| 50.00000 100.00
SINGLE GALVANIZED STEEL POST | | |
0520 606.63 4.000 M | 130.00000 520.00| 60.00000 240.00| 80.00000 320.00
THRIE BEAM RAIL BEAM | | |
0530 607.24 6.000 M | 200.00000 1200.00| 28.00000 168.00| 120.00000 720.00
REMOVE AND RESET FENCE | | |
0540 608.08 6.000 M2 | 100.00000 600.00| 50.00000 300.00| 200.00000 1200.00
REINFORCED CONCRETE SIDEWALK | | |
0550 609.11 3.000 M | 200.00000 600.00| 55.00000 165.00| 15.00000 45.00
VERTICAL CURB TYPE 1 | | |
0560 609.31 2395.000 M | 15.00000 35925.00| 12.00000 28740.00| 12.00000 28740.00
CURB TYPE 3 | | |
0570 610.08 105.000 M3 | 65.00000 6825.00| 45.00000 4725.00| 91.00000 9555.00
PLAIN RIPRAP | | |
0580 610.18 10.000 M3 | 45.00000 450.00| 44.00000 440.00| 100.00000 1000.00
STONE DITCH PROTECTION | | |
0590 612.06 720.000 M2 | 8.00000 5760.00| 3.54000 2548.80| 3.50000 2520.00
BITUMINOUS SEALING - BLACK | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 12
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 4 ) 001195 |( 5 ) 000036 |( 6 ) 001934
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 613.319 160.000 M2 | 2.00000 320.00| 1.20000 192.00| 2.00000 320.00
EROSION CONTROL BLANKET | | |
0610 615.07 1270.000 M3 | 40.00000 50800.00| 30.00000 38100.00| 26.00000 33020.00
LOAM | | |
0620 618.1301 13.000 UN | 35.00000 455.00| 35.00000 455.00| 35.00000 455.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0630 618.15 50.000 KG | 5.00000 250.00| 5.00000 250.00| 5.00000 250.00
TEMPORARY SEEDING | | |
0640 619.1201 65.000 UN | 8.00000 520.00| 12.00000 780.00| 65.00000 4225.00
MULCH - PLAN QUANTITY | | |
0650 621.037 9.000 EA | 242.00000 2178.00| 165.00000 1485.00| 139.00000 1251.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0660 621.178 47.000 EA | 187.00000 8789.00| 126.00000 5922.00| 174.00000 8178.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0670 621.195 12.000 EA | 319.00000 3828.00| 258.00000 3096.00| 290.00000 3480.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0680 621.267 6.000 EA | 319.00000 1914.00| 248.00000 1488.00| 295.00000 1770.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0690 621.54 40.000 EA | 36.00000 1440.00| 26.00000 1040.00| 34.00000 1360.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0700 621.80 LUMP| 4500.00000 4500.00| 900.00000 900.00| 3000.00000 3000.00
ESTABLISHMENT PERIOD | | |
0710 627.711 7736.000 M | 0.60000 4641.60| 0.41000 3171.76| 0.41000 3171.76
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0720 627.75 165.000 M2 | 43.00000 7095.00| 13.45000 2219.25| 13.45000 2219.25
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0730 627.78 3868.000 M | 1.00000 3868.00| 0.66000 2552.88| 0.66000 2552.88
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0740 629.05 10.000 HR | 25.00000 250.00| 25.00000 250.00| 30.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
0750 631.12 10.000 HR | 110.00000 1100.00| 100.00000 1000.00| 110.00000 1100.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 13
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 4 ) 001195 |( 5 ) 000036 |( 6 ) 001934
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 631.172 20.000 HR | 45.00000 900.00| 110.00000 2200.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0770 631.18 5.000 HR | 35.00000 175.00| 50.00000 250.00| 120.00000 600.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0780 631.20 5.000 HR | 150.00000 750.00| 75.00000 375.00| 300.00000 1500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0790 631.22 20.000 HR | 75.00000 1500.00| 100.00000 2000.00| 120.00000 2400.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0800 631.32 5.000 HR | 125.00000 625.00| 200.00000 1000.00| 150.00000 750.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0810 637.071 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| 6000.00000 6000.00
DUST CONTROL | | |
0820 639.18 1.000 EA | 15000.00000 15000.00| 20000.00000 20000.00| 6000.00000 6000.00
FIELD OFFICE TYPE A | | |
0830 642.15 9.000 EA | 900.00000 8100.00| 1300.00000 11700.00| 1400.00000 12600.00
PRECAST CONCRETE STEPS | | |
0840 642.151 1.000 EA | 800.00000 800.00| 1250.00000 1250.00| 1500.00000 1500.00
REMOVE AND RESET PRECAST STEPS | | |
0850 652.31 10.000 EA | 50.00000 500.00| 90.00000 900.00| 180.00000 1800.00
TYPE I BARRICADE | | |
0860 652.311 20.000 EA | 50.00000 1000.00| 110.00000 2200.00| 180.00000 3600.00
TYPE II BARRICADE | | |
0870 652.33 45.000 EA | 60.00000 2700.00| 50.00000 2250.00| 70.00000 3150.00
DRUM | | |
0880 652.34 80.000 EA | 20.00000 1600.00| 18.00000 1440.00| 25.00000 2000.00
CONE | | |
0890 652.35 75.000 M2 | 120.00000 9000.00| 130.00000 9750.00| 95.00000 7125.00
CONSTRUCTION SIGNS | | |
0900 652.361 200.000 LS | 15000.00000 15000.00| 100000.00000 100000.00| 1500.00000 1500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0910 652.38 4000.000 HR | 16.00000 64000.00| 15.00000 60000.00| 11.45000 45800.00
FLAGGER | | |
0920 656.75 LUMP| 35000.00000 35000.00| 96000.00000 96000.00| 6000.00000 6000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0930 657.24 50.000 UN | 27.50000 1375.00| 17.00000 850.00| 30.00000 1500.00
SEEDING PITS | | |
0940 658.20 280.000 M2 | 18.00000 5040.00| 9.00000 2520.00| 8.25000 2310.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0950 659.10 LUMP| 100000.00000 100000.00| 215300.00000 215300.00| 210000.00000 210000.00
MOBILIZATION | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 14
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 4 ) 001195 |( 5 ) 000036 |( 6 ) 001934
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0960 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
0970 801.17 15.000 M | 160.00000 2400.00| 150.00000 2250.00| 500.00000 7500.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
0980 801.18 30.000 M | 180.00000 5400.00| 160.00000 4800.00| 400.00000 12000.00
300 MM PVC SANITARY SEWER (SDR-35) | | |
0990 803.16 2.000 EA | 2750.00000 5500.00| 2750.00000 5500.00| 3200.00000 6400.00
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
1000 812.162 18.000 EA | 400.00000 7200.00| 450.00000 8100.00| 300.00000 5400.00
ADJUST SEWER MANHOLE TO GRADE | | |
SECTION TOTALS | $ 1,883,596.90| $ 2,155,705.94| $ 2,124,203.71
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 WATER UTILITIES - NON-PART.
| | |
1010 403.207 50.000 MG | 93.00000 4650.00| 75.00000 3750.00| 150.00000 7500.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
1020 803.01 7.000 EA | 630.00000 4410.00| 250.00000 1750.00| 660.00000 4620.00
TEST PITS | | |
1030 803.1351 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10560.00000 10560.00
150 MM SERVICE LATERAL | | |
1040 803.1361 LUMP| 17850.00000 17850.00| 10000.00000 10000.00| 18700.00000 18700.00
300 MM SERVICE LATERAL | | |
1050 822.33 25.000 M | 136.00000 3400.00| 300.00000 7500.00| 143.00000 3575.00
150 MM CLASS 52 DI PIPE | | |
1060 822.34 25.000 M | 157.00000 3925.00| 300.00000 7500.00| 165.00000 4125.00
200 MM CLASS 52 DI PIPE | | |
1070 822.36 1815.000 M | 200.00000 363000.00| 197.00000 357555.00| 240.00000 435600.00
300 MM CLASS 52 DI PIPE | | |
1080 823.31 15.000 EA | 1575.00000 23625.00| 1500.00000 22500.00| 1700.00000 25500.00
300 MM GATE VALVE | | |
1090 823.325 2.000 EA | 787.00000 1574.00| 500.00000 1000.00| 800.00000 1600.00
200 MM GATE VALVE | | |
1100 823.3254 1.000 EA | 6300.00000 6300.00| 5300.00000 5300.00| 6000.00000 6000.00
200 MM INSERTION VALVE | | |
1110 823.3257 3.000 EA | 5880.00000 17640.00| 5000.00000 15000.00| 5600.00000 16800.00
150 MM INSERTION VALVE | | |
1120 823.331 6.000 EA | 525.00000 3150.00| 500.00000 3000.00| 550.00000 3300.00
150 MM GATE VALVE | | |
1130 824.30 8.000 EA | 3360.00000 26880.00| 3800.00000 30400.00| 3520.00000 28160.00
FIRE HYDRANTS | | |
1140 825.311 55.000 EA | 63.00000 3465.00| 86.00000 4730.00| 66.00000 3630.00
19 MM CORPORATION | | |
LETTING DATE : 03/03/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/04/04
PAGE : 15
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008593.00
=========
====================================================================================================================================
|( 4 ) 001195 |( 5 ) 000036 |( 6 ) 001934
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1150 825.312 55.000 EA | 63.00000 3465.00| 118.00000 6490.00| 66.00000 3630.00
19 MM CURB STOP | | |
1160 825.32 3.000 EA | 315.00000 945.00| 270.00000 810.00| 330.00000 990.00
50 MM CORPORATION | | |
1170 825.322 3.000 EA | 315.00000 945.00| 445.00000 1335.00| 330.00000 990.00
50 MM CURB STOP | | |
1180 825.33 38.000 EA | 84.00000 3192.00| 94.00000 3572.00| 88.00000 3344.00
25 MM CORPORATION | | |
1190 825.331 38.000 EA | 84.00000 3192.00| 136.00000 5168.00| 88.00000 3344.00
25 MM CURB STOP | | |
1200 825.41 225.000 M | 128.00000 28800.00| 180.00000 40500.00| 150.00000 33750.00
19 MM COPPER SERVICE | | |
1210 825.42 45.000 M | 136.00000 6120.00| 192.00000 8640.00| 145.00000 6525.00
50 MM COPPER SERVICE | | |
1220 825.43 175.000 M | 128.00000 22400.00| 180.00000 31500.00| 150.00000 26250.00
25 MM COPPER SERVICE | | |
1230 827.301 75.000 M3 | 206.00000 15450.00| 120.00000 9000.00| 200.00000 15000.00
ROCK EXCAVATION WATER MAIN | | |
1240 827.311 75.000 M3 | 13.50000 1012.50| 21.00000 1575.00| 14.30000 1072.50
UNSUITABLE SOIL EXCAVATION, REMOVE AND | | |
REFILL- BELOW GRADE | | |
1250 827.33 75.000 M | 11.50000 862.50| 0.50000 37.50| 11.00000 825.00
TRENCH INSULATION | | |
SECTION TOTALS | $ 576,253.00| $ 588,612.50| $ 665,390.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,459,849.90| $ 2,744,318.44| $ 2,789,594.21
====================================================================================================================================