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LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
COMPLETION DATE : 09/20/02
PROJECT(S): STP-8471(10)X COUNTIE(S) : KENNEBEC MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000460 M & H LOGGING AND CONSTRUCTION $ 1,291,407.10 100.0000%
2 000272 A & V CONSTRUCTION, CORP. $ 1,292,193.00 100.0609%
3 000403 PRATT & SONS INC. $ 1,343,565.25 104.0389%
4 000014 FARRIN BROS. & SMITH, INC. $ 1,444,444.44 111.8504%
5 000063 WYMAN & SIMPSON, INC. $ 1,468,444.44 113.7089%
6 000855 BRIDGECORP $ 1,581,155.20 122.4366%
7 000036 H E SARGENT, INC. $ 1,687,407.95 130.6643%
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000272 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP. |PRATT & SONS 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 0.500 HA | 12500.00000 6250.00| 7000.00000 3500.00| 30250.00000 15125.00
CLEARING | | |
0020 201.23 5.000 EA | 500.00000 2500.00| 550.00000 2750.00| 395.00000 1975.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 5.000 EA | 150.00000 750.00| 150.00000 750.00| 160.00000 800.00
REMOVING STUMP | | |
0040 202.202 2250.000 M2 | 4.50000 10125.00| 5.00000 11250.00| 4.30000 9675.00
REMOVING PAVEMENT SURFACE | | |
0050 202.203 600.000 M2 | 21.00000 12600.00| 24.00000 14400.00| 20.20000 12120.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 12280.000 M3 | 7.00000 85960.00| 7.00000 85960.00| 6.10000 74908.00
COMMON EXCAVATION | | |
0070 203.202 1630.000 M | 8.50000 13855.00| 6.00000 9780.00| 5.10000 8313.00
INSLOPE EXCAVATION | | |
0080 203.203 360.000 M | 17.00000 6120.00| 11.00000 3960.00| 8.60000 3096.00
DITCH EXCAVATION | | |
0090 203.25 300.000 M3 | 15.60000 4680.00| 18.00000 5400.00| 15.70000 4710.00
GRANULAR BORROW | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000272 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 204.41 6865.000 M2 | 5.00000 34325.00| 4.00000 27460.00| 3.70000 25400.50
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 205.41 5885.000 M2 | 9.00000 52965.00| 13.00000 76505.00| 14.70000 86509.50
RECONSTRUCTION OF EXISTING SHOULDER | | |
PLAN QUANTITY | | |
0120 206.061 20.000 M3 | 20.00000 400.00| 25.00000 500.00| 10.00000 200.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0130 206.07 10.000 M3 | 200.00000 2000.00| 45.00000 450.00| 205.00000 2050.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0140 304.10 9090.000 M3 | 14.00000 127260.00| 10.00000 90900.00| 18.90000 171801.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0150 307.32 9860.000 M2 | 1.10000 10846.00| 3.00000 29580.00| 1.80000 17748.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0160 403.207 2920.000 MG | 34.65000 101178.00| 34.00000 99280.00| 33.25000 97090.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.208 4210.000 MG | 42.00000 176820.00| 41.00000 172610.00| 40.30000 169663.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0180 403.209 400.000 MG | 119.00000 47600.00| 81.00000 32400.00| 80.60000 32240.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0190 403.210 830.000 MG | 34.65000 28759.50| 33.00000 27390.00| 33.25000 27597.50
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0200 403.211 1150.000 MG | 42.00000 48300.00| 41.00000 47150.00| 40.30000 46345.00
HOT MIX ASPHALT (SHIM) | | |
0210 403.213 1000.000 MG | 42.00000 42000.00| 41.00000 41000.00| 40.30000 40300.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0220 409.15 2055.000 L | 0.80000 1644.00| 0.80000 1644.00| 0.80000 1644.00
BITUMINOUS TACK COAT APPLIED | | |
0230 411.10 400.000 M3 | 18.00000 7200.00| 25.00000 10000.00| 38.00000 15200.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0240 603.15 2.000 M | 100.00000 200.00| 80.00000 160.00| 77.00000 154.00
300 MILLI METER CULVERT PIPE OPTION I | | |
0250 603.159 22.000 M | 110.00000 2420.00| 90.00000 1980.00| 154.00000 3388.00
300 MM CULVERT PIPE OPTION III | | |
0260 603.16 143.000 M | 70.00000 10010.00| 85.00000 12155.00| 70.00000 10010.00
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000272 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0270 603.169 44.000 M | 90.00000 3960.00| 95.00000 4180.00| 141.00000 6204.00
375 MM CULVERT PIPE OPTION III | | |
0280 603.179 211.000 M | 120.00000 25320.00| 115.00000 24265.00| 124.00000 26164.00
450 MM CULVERT PIPE OPTION III | | |
0290 603.199 17.000 M | 140.00000 2380.00| 150.00000 2550.00| 276.00000 4692.00
600 MM CULVERT PIPE OPTION III | | |
0300 603.209 24.000 M | 170.00000 4080.00| 200.00000 4800.00| 236.00000 5664.00
750 MM CULVERT PIPE OPTION III | | |
0310 603.76 1.000 EA | 200.00000 200.00| 150.00000 150.00| 487.00000 487.00
300 MM INLET GRATE UNIT | | |
0320 604.092 12.000 EA | 2000.00000 24000.00| 1700.00000 20400.00| 1445.00000 17340.00
CATCH BASIN TYPE B1-C | | |
0330 605.09 446.000 M | 65.00000 28990.00| 50.00000 22300.00| 73.00000 32558.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 43.000 M | 90.00000 3870.00| 70.00000 3010.00| 91.00000 3913.00
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 48.000 M | 100.00000 4800.00| 80.00000 3840.00| 98.00000 4704.00
375 MM UNDERDRAIN TYPE C | | |
0360 605.13 35.000 M | 110.00000 3850.00| 90.00000 3150.00| 108.00000 3780.00
450 MM UNDERDRAIN TYPE C | | |
0370 606.17 119.000 M | 38.00000 4522.00| 34.00000 4046.00| 34.20000 4069.80
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.1722 4.000 EA | 770.00000 3080.00| 700.00000 2800.00| 705.00000 2820.00
BRIDGE TRANSITION - TYPE 2 | | |
0390 606.21 8.000 M | 38.00000 304.00| 34.00000 272.00| 34.20000 273.60
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0400 606.265 1.000 EA | 55.00000 55.00| 51.00000 51.00| 50.40000 50.40
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0410 606.35 10.000 EA | 27.50000 275.00| 25.00000 250.00| 25.20000 252.00
GUARDRAIL DELINEATOR POST | | |
0420 606.36 38.000 M | 28.00000 1064.00| 25.00000 950.00| 25.00000 950.00
GUARDRAIL REMOVED AND RESET | | |
0430 606.47 62.000 EA | 27.50000 1705.00| 25.00000 1550.00| 25.20000 1562.40
SINGLE WOOD POST | | |
0440 606.76 6.000 EA | 1600.00000 9600.00| 1400.00000 8400.00| 1411.00000 8466.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0450 607.24 10.000 M | 36.00000 360.00| 33.00000 330.00| 25.20000 252.00
REMOVE AND RESET FENCE | | |
0460 608.08 5.000 M2 | 100.00000 500.00| 230.00000 1150.00| 54.00000 270.00
REINFORCED CONCRETE SIDEWALK | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000272 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 609.31 885.000 M | 12.60000 11151.00| 15.00000 13275.00| 18.60000 16461.00
CURB TYPE 3 | | |
0480 610.08 110.000 M3 | 35.00000 3850.00| 65.00000 7150.00| 58.00000 6380.00
PLAIN RIPRAP | | |
0490 610.18 290.000 M3 | 35.00000 10150.00| 60.00000 17400.00| 36.00000 10440.00
STONE DITCH PROTECTION | | |
0500 612.06 205.000 M2 | 3.00000 615.00| 3.00000 615.00| 3.00000 615.00
BITUMINOUS SEALING - BLACK | | |
0510 613.319 3935.000 M2 | 1.50000 5902.50| 2.00000 7870.00| 1.75000 6886.25
TEMPORARY EROSION CONTROL BLANKET | | |
0520 615.07 560.000 M3 | 25.00000 14000.00| 21.00000 11760.00| 38.50000 21560.00
LOAM | | |
0530 618.1301 28.000 UN | 22.00000 616.00| 21.00000 588.00| 19.20000 537.60
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0540 618.1401 291.000 UN | 18.00000 5238.00| 17.00000 4947.00| 13.30000 3870.30
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0550 619.1201 412.000 UN | 8.00000 3296.00| 7.60000 3131.20| 6.10000 2513.20
MULCH - PLAN QUANTITY | | |
0560 620.56 155.000 M2 | 3.00000 465.00| 3.00000 465.00| 2.10000 325.50
DRAINAGE GEOTEXTILE | | |
0570 620.58 958.000 M2 | 2.00000 1916.00| 3.00000 2874.00| 2.20000 2107.60
EROSION CONTROL GEOTEXTILE | | |
0580 620.651 1242.000 M2 | 1.00000 1242.00| 2.00000 2484.00| 1.30000 1614.60
REINFORCEMENT GEOGRID INSTALLATION | | |
0590 620.661 1080.000 M2 | 1.00000 1080.00| 8.00000 8640.00| 3.50000 3780.00
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0600 621.178 20.000 EA | 341.00000 6820.00| 315.00000 6300.00| 252.00000 5040.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0610 621.255 18.000 EA | 201.00000 3618.00| 188.00000 3384.00| 378.00000 6804.00
LARGE DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0620 621.80 LUMP| 1430.00000 1430.00| 1300.00000 1300.00| 505.00000 505.00
ESTABLISHMENT PERIOD | | |
0630 622.10 10.000 EA | 121.00000 1210.00| 112.00000 1120.00| 76.00000 760.00
TRANSPLANTING SHRUB | | |
0640 627.711 15317.000 M | 0.30000 4595.10| 0.40000 6126.80| 0.50000 7658.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0650 627.76 LUMP| 2200.00000 2200.00| 6000.00000 6000.00| 2100.00000 2100.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000272 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 629.05 80.000 MH | 20.00000 1600.00| 25.00000 2000.00| 34.00000 2720.00
HAND LABOR, STRAIGHT TIME | | |
0670 631.12 150.000 HR | 65.00000 9750.00| 85.00000 12750.00| 95.00000 14250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0680 631.13 25.000 HR | 50.00000 1250.00| 55.00000 1375.00| 67.00000 1675.00
BULLDOZER (INCLUDING OPERATOR) | | |
0690 631.14 30.000 HR | 90.00000 2700.00| 95.00000 2850.00| 111.00000 3330.00
GRADER (INCLUDING OPERATOR) | | |
0700 631.172 280.000 HR | 40.00000 11200.00| 40.00000 11200.00| 40.00000 11200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0710 631.18 30.000 HR | 30.00000 900.00| 35.00000 1050.00| 38.00000 1140.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0720 631.20 10.000 HR | 85.00000 850.00| 90.00000 900.00| 108.00000 1080.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0730 631.22 30.000 HR | 65.00000 1950.00| 60.00000 1800.00| 85.00000 2550.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0740 631.32 20.000 HR | 50.00000 1000.00| 90.00000 1800.00| 175.00000 3500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0750 636.61 60.000 M2 | 250.00000 15000.00| 250.00000 15000.00| 204.00000 12240.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0760 637.071 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 3300.00000 3300.00
DUST CONTROL | | |
0770 639.18 1.000 EA | 4000.00000 4000.00| 8000.00000 8000.00| 4600.00000 4600.00
FIELD OFFICE TYPE A | | |
0780 643.60 LUMP| 6150.00000 6150.00| 6000.00000 6000.00| 5900.00000 5900.00
FLASHING BEACON AT: SPEARS CORNER | | |
0790 652.31 60.000 EA | 55.00000 3300.00| 55.00000 3300.00| 20.00000 1200.00
TYPE I BARRICADE | | |
0800 652.33 140.000 EA | 30.00000 4200.00| 55.00000 7700.00| 40.00000 5600.00
DRUM | | |
0810 652.34 140.000 EA | 20.00000 2800.00| 16.00000 2240.00| 8.00000 1120.00
CONE | | |
0820 652.35 95.000 M2 | 60.00000 5700.00| 80.00000 7600.00| 97.00000 9215.00
CONSTRUCTION SIGNS | | |
0830 652.361 200.000 LS | 4500.00000 4500.00| 4000.00000 4000.00| 9500.00000 9500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0840 652.38 2000.000 MH | 16.80000 33600.00| 13.00000 26000.00| 14.30000 28600.00
FLAGGER | | |
0850 656.75 LUMP| 8000.00000 8000.00| 25000.00000 25000.00| 13800.00000 13800.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000272 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 657.24 92.000 UN | 15.00000 1380.00| 20.00000 1840.00| 6.00000 552.00
SEEDING PITS | | |
0870 659.10 LUMP| 112500.00000 112500.00| 120000.00000 120000.00| 103000.00000 103000.00
MOBILIZATION | | |
0880 660.21 1000.000 MH | 12.00000 12000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,291,407.10| $ 1,292,193.00| $ 1,343,565.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,291,407.10| $ 1,292,193.00| $ 1,343,565.25
====================================================================================================================================
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000063 |( 6 ) 000855
|FARRIN BROS. & SMITH, INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.500 HA | 42000.00000 21000.00| 28000.00000 14000.00| 9000.00000 4500.00
CLEARING | | |
0020 201.23 5.000 EA | 800.00000 4000.00| 560.00000 2800.00| 600.00000 3000.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 5.000 EA | 300.00000 1500.00| 130.00000 650.00| 150.00000 750.00
REMOVING STUMP | | |
0040 202.202 2250.000 M2 | 4.25000 9562.50| 4.75000 10687.50| 6.50000 14625.00
REMOVING PAVEMENT SURFACE | | |
0050 202.203 600.000 M2 | 20.00000 12000.00| 22.40000 13440.00| 12.00000 7200.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 12280.000 M3 | 8.50000 104380.00| 8.10000 99468.00| 10.00000 122800.00
COMMON EXCAVATION | | |
0070 203.202 1630.000 M | 11.00000 17930.00| 6.75000 11002.50| 10.00000 16300.00
INSLOPE EXCAVATION | | |
0080 203.203 360.000 M | 15.00000 5400.00| 11.75000 4230.00| 13.00000 4680.00
DITCH EXCAVATION | | |
0090 203.25 300.000 M3 | 15.75000 4725.00| 16.00000 4800.00| 16.00000 4800.00
GRANULAR BORROW | | |
0100 204.41 6865.000 M2 | 5.50000 37757.50| 4.80000 32952.00| 5.00000 34325.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 205.41 5885.000 M2 | 16.00000 94160.00| 16.50000 97102.50| 15.00000 88275.00
RECONSTRUCTION OF EXISTING SHOULDER | | |
PLAN QUANTITY | | |
0120 206.061 20.000 M3 | 15.00000 300.00| 25.00000 500.00| 30.00000 600.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0130 206.07 10.000 M3 | 300.00000 3000.00| 150.00000 1500.00| 150.00000 1500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0140 304.10 9090.000 M3 | 16.00000 145440.00| 15.35000 139531.50| 16.00000 145440.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0150 307.32 9860.000 M2 | 2.25000 22185.00| 1.75000 17255.00| 2.75000 27115.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0160 403.207 2920.000 MG | 33.00000 96360.00| 37.00000 108040.00| 35.00000 102200.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.208 4210.000 MG | 40.00000 168400.00| 44.80000 188608.00| 41.00000 172610.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000063 |( 6 ) 000855
|FARRIN BROS. & SMITH, INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.209 400.000 MG | 80.00000 32000.00| 89.60000 35840.00| 120.00000 48000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0190 403.210 830.000 MG | 33.00000 27390.00| 37.00000 30710.00| 35.00000 29050.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0200 403.211 1150.000 MG | 40.00000 46000.00| 44.80000 51520.00| 46.00000 52900.00
HOT MIX ASPHALT (SHIM) | | |
0210 403.213 1000.000 MG | 40.00000 40000.00| 44.80000 44800.00| 42.00000 42000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0220 409.15 2055.000 L | 0.80000 1644.00| 0.90000 1849.50| 1.25000 2568.75
BITUMINOUS TACK COAT APPLIED | | |
0230 411.10 400.000 M3 | 20.00000 8000.00| 15.40000 6160.00| 25.00000 10000.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0240 603.15 2.000 M | 90.00000 180.00| 70.00000 140.00| 100.00000 200.00
300 MILLI METER CULVERT PIPE OPTION I | | |
0250 603.159 22.000 M | 170.00000 3740.00| 80.00000 1760.00| 140.00000 3080.00
300 MM CULVERT PIPE OPTION III | | |
0260 603.16 143.000 M | 95.00000 13585.00| 90.00000 12870.00| 60.00000 8580.00
375 MM CULVERT PIPE OPTION I | | |
0270 603.169 44.000 M | 180.00000 7920.00| 95.00000 4180.00| 150.00000 6600.00
375 MM CULVERT PIPE OPTION III | | |
0280 603.179 211.000 M | 185.00000 39035.00| 140.00000 29540.00| 160.00000 33760.00
450 MM CULVERT PIPE OPTION III | | |
0290 603.199 17.000 M | 200.00000 3400.00| 170.00000 2890.00| 190.00000 3230.00
600 MM CULVERT PIPE OPTION III | | |
0300 603.209 24.000 M | 210.00000 5040.00| 190.00000 4560.00| 200.00000 4800.00
750 MM CULVERT PIPE OPTION III | | |
0310 603.76 1.000 EA | 400.00000 400.00| 535.00000 535.00| 350.00000 350.00
300 MM INLET GRATE UNIT | | |
0320 604.092 12.000 EA | 1600.00000 19200.00| 2200.00000 26400.00| 1800.00000 21600.00
CATCH BASIN TYPE B1-C | | |
0330 605.09 446.000 M | 60.00000 26760.00| 60.00000 26760.00| 55.00000 24530.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 43.000 M | 80.00000 3440.00| 75.00000 3225.00| 85.00000 3655.00
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 48.000 M | 85.00000 4080.00| 85.00000 4080.00| 90.00000 4320.00
375 MM UNDERDRAIN TYPE C | | |
0360 605.13 35.000 M | 98.00000 3430.00| 100.00000 3500.00| 115.00000 4025.00
450 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000063 |( 6 ) 000855
|FARRIN BROS. & SMITH, INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.17 119.000 M | 32.41000 3856.79| 38.00000 4522.00| 40.00000 4760.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.1722 4.000 EA | 550.00000 2200.00| 785.00000 3140.00| 825.00000 3300.00
BRIDGE TRANSITION - TYPE 2 | | |
0390 606.21 8.000 M | 34.78000 278.24| 38.00000 304.00| 40.00000 320.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0400 606.265 1.000 EA | 30.00000 30.00| 57.00000 57.00| 60.00000 60.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0410 606.35 10.000 EA | 30.00000 300.00| 28.00000 280.00| 29.00000 290.00
GUARDRAIL DELINEATOR POST | | |
0420 606.36 38.000 M | 21.38000 812.44| 28.00000 1064.00| 30.00000 1140.00
GUARDRAIL REMOVED AND RESET | | |
0430 606.47 62.000 EA | 25.00000 1550.00| 28.00000 1736.00| 30.00000 1860.00
SINGLE WOOD POST | | |
0440 606.76 6.000 EA | 1400.00000 8400.00| 1570.00000 9420.00| 1700.00000 10200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0450 607.24 10.000 M | 22.40000 224.00| 37.00000 370.00| 1.00000 10.00
REMOVE AND RESET FENCE | | |
0460 608.08 5.000 M2 | 200.00000 1000.00| 230.00000 1150.00| 220.00000 1100.00
REINFORCED CONCRETE SIDEWALK | | |
0470 609.31 885.000 M | 13.35000 11814.75| 11.00000 9735.00| 18.00000 15930.00
CURB TYPE 3 | | |
0480 610.08 110.000 M3 | 60.00000 6600.00| 72.00000 7920.00| 85.00000 9350.00
PLAIN RIPRAP | | |
0490 610.18 290.000 M3 | 52.00000 15080.00| 40.00000 11600.00| 60.00000 17400.00
STONE DITCH PROTECTION | | |
0500 612.06 205.000 M2 | 2.95000 604.75| 3.30000 676.50| 4.00000 820.00
BITUMINOUS SEALING - BLACK | | |
0510 613.319 3935.000 M2 | 1.75000 6886.25| 2.00000 7870.00| 2.50000 9837.50
TEMPORARY EROSION CONTROL BLANKET | | |
0520 615.07 560.000 M3 | 30.00000 16800.00| 35.00000 19600.00| 35.00000 19600.00
LOAM | | |
0530 618.1301 28.000 UN | 19.00000 532.00| 21.30000 596.40| 18.00000 504.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0540 618.1401 291.000 UN | 13.20000 3841.20| 14.80000 4306.80| 18.00000 5238.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0550 619.1201 412.000 UN | 6.05000 2492.60| 6.80000 2801.60| 9.00000 3708.00
MULCH - PLAN QUANTITY | | |
0560 620.56 155.000 M2 | 3.00000 465.00| 1.75000 271.25| 5.00000 775.00
DRAINAGE GEOTEXTILE | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000063 |( 6 ) 000855
|FARRIN BROS. & SMITH, INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 620.58 958.000 M2 | 1.00000 958.00| 1.60000 1532.80| 2.50000 2395.00
EROSION CONTROL GEOTEXTILE | | |
0580 620.651 1242.000 M2 | 3.00000 3726.00| 1.00000 1242.00| 1.50000 1863.00
REINFORCEMENT GEOGRID INSTALLATION | | |
0590 620.661 1080.000 M2 | 3.00000 3240.00| 2.80000 3024.00| 13.50000 14580.00
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0600 621.178 20.000 EA | 310.00000 6200.00| 350.00000 7000.00| 350.00000 7000.00
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0610 621.255 18.000 EA | 183.00000 3294.00| 200.00000 3600.00| 235.00000 4230.00
LARGE DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0620 621.80 LUMP| 1300.00000 1300.00| 1460.00000 1460.00| 3000.00000 3000.00
ESTABLISHMENT PERIOD | | |
0630 622.10 10.000 EA | 110.00000 1100.00| 125.00000 1250.00| 60.00000 600.00
TRANSPLANTING SHRUB | | |
0640 627.711 15317.000 M | 0.25000 3829.25| 0.27000 4135.59| 0.35000 5360.95
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0650 627.76 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 6000.00000 6000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0660 629.05 80.000 MH | 25.00000 2000.00| 23.00000 1840.00| 20.00000 1600.00
HAND LABOR, STRAIGHT TIME | | |
0670 631.12 150.000 HR | 85.00000 12750.00| 85.00000 12750.00| 100.00000 15000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0680 631.13 25.000 HR | 50.00000 1250.00| 75.00000 1875.00| 75.00000 1875.00
BULLDOZER (INCLUDING OPERATOR) | | |
0690 631.14 30.000 HR | 85.00000 2550.00| 70.00000 2100.00| 95.00000 2850.00
GRADER (INCLUDING OPERATOR) | | |
0700 631.172 280.000 HR | 45.00000 12600.00| 40.00000 11200.00| 45.00000 12600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0710 631.18 30.000 HR | 35.00000 1050.00| 28.00000 840.00| 30.00000 900.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0720 631.20 10.000 HR | 150.00000 1500.00| 50.00000 500.00| 180.00000 1800.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0730 631.22 30.000 HR | 60.00000 1800.00| 70.00000 2100.00| 75.00000 2250.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0740 631.32 20.000 HR | 150.00000 3000.00| 150.00000 3000.00| 180.00000 3600.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000063 |( 6 ) 000855
|FARRIN BROS. & SMITH, INC. |WYMAN & SIMPSON, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 636.61 60.000 M2 | 325.00000 19500.00| 370.00000 22200.00| 380.00000 22800.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0760 637.071 LUMP| 18000.00000 18000.00| 10000.00000 10000.00| 13000.00000 13000.00
DUST CONTROL | | |
0770 639.18 1.000 EA | 1000.00000 1000.00| 10000.00000 10000.00| 7500.00000 7500.00
FIELD OFFICE TYPE A | | |
0780 643.60 LUMP| 5851.00000 5851.00| 7000.00000 7000.00| 8000.00000 8000.00
FLASHING BEACON AT: SPEARS CORNER | | |
0790 652.31 60.000 EA | 10.00000 600.00| 50.00000 3000.00| 40.00000 2400.00
TYPE I BARRICADE | | |
0800 652.33 140.000 EA | 10.00000 1400.00| 30.00000 4200.00| 65.00000 9100.00
DRUM | | |
0810 652.34 140.000 EA | 10.00000 1400.00| 15.00000 2100.00| 20.00000 2800.00
CONE | | |
0820 652.35 95.000 M2 | 85.00000 8075.00| 100.00000 9500.00| 100.00000 9500.00
CONSTRUCTION SIGNS | | |
0830 652.361 200.000 LS | 2000.00000 2000.00| 15000.00000 15000.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0840 652.38 2000.000 MH | 15.00000 30000.00| 15.70000 31400.00| 15.50000 31000.00
FLAGGER | | |
0850 656.75 LUMP| 35000.00000 35000.00| 17000.00000 17000.00| 45000.00000 45000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0860 657.24 92.000 UN | 12.35000 1136.20| 14.00000 1288.00| 15.00000 1380.00
SEEDING PITS | | |
0870 659.10 LUMP| 138222.97000 138222.97| 146000.00000 146000.00| 170000.00000 170000.00
MOBILIZATION | | |
0880 660.21 1000.000 MH | 1.00000 1000.00| 2.00000 2000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,444,444.44| $ 1,468,444.44| $ 1,581,155.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,444,444.44| $ 1,468,444.44| $ 1,581,155.20
====================================================================================================================================
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 12
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 7 ) 000036 |( ) |( )
|H E 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 0.500 HA | 32000.00000 16000.00| |
CLEARING | | |
0020 201.23 5.000 EA | 1660.00000 8300.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 5.000 EA | 138.00000 690.00| |
REMOVING STUMP | | |
0040 202.202 2250.000 M2 | 4.70000 10575.00| |
REMOVING PAVEMENT SURFACE | | |
0050 202.203 600.000 M2 | 22.00000 13200.00| |
PAVEMENT BUTT JOINTS | | |
0060 203.20 12280.000 M3 | 7.00000 85960.00| |
COMMON EXCAVATION | | |
0070 203.202 1630.000 M | 12.00000 19560.00| |
INSLOPE EXCAVATION | | |
0080 203.203 360.000 M | 20.00000 7200.00| |
DITCH EXCAVATION | | |
0090 203.25 300.000 M3 | 16.00000 4800.00| |
GRANULAR BORROW | | |
0100 204.41 6865.000 M2 | 6.00000 41190.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 205.41 5885.000 M2 | 22.00000 129470.00| |
RECONSTRUCTION OF EXISTING SHOULDER | | |
PLAN QUANTITY | | |
0120 206.061 20.000 M3 | 16.00000 320.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0130 206.07 10.000 M3 | 200.00000 2000.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0140 304.10 9090.000 M3 | 24.00000 218160.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0150 307.32 9860.000 M2 | 6.20000 61132.00| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0160 403.207 2920.000 MG | 37.00000 108040.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.208 4210.000 MG | 44.00000 185240.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 13
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 7 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.209 400.000 MG | 89.00000 35600.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0190 403.210 830.000 MG | 37.00000 30710.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0200 403.211 1150.000 MG | 43.00000 49450.00| |
HOT MIX ASPHALT (SHIM) | | |
0210 403.213 1000.000 MG | 43.00000 43000.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0220 409.15 2055.000 L | 0.85000 1746.75| |
BITUMINOUS TACK COAT APPLIED | | |
0230 411.10 400.000 M3 | 44.00000 17600.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0240 603.15 2.000 M | 105.00000 210.00| |
300 MILLI METER CULVERT PIPE OPTION I | | |
0250 603.159 22.000 M | 145.00000 3190.00| |
300 MM CULVERT PIPE OPTION III | | |
0260 603.16 143.000 M | 92.00000 13156.00| |
375 MM CULVERT PIPE OPTION I | | |
0270 603.169 44.000 M | 120.00000 5280.00| |
375 MM CULVERT PIPE OPTION III | | |
0280 603.179 211.000 M | 130.00000 27430.00| |
450 MM CULVERT PIPE OPTION III | | |
0290 603.199 17.000 M | 175.00000 2975.00| |
600 MM CULVERT PIPE OPTION III | | |
0300 603.209 24.000 M | 205.00000 4920.00| |
750 MM CULVERT PIPE OPTION III | | |
0310 603.76 1.000 EA | 900.00000 900.00| |
300 MM INLET GRATE UNIT | | |
0320 604.092 12.000 EA | 1450.00000 17400.00| |
CATCH BASIN TYPE B1-C | | |
0330 605.09 446.000 M | 67.00000 29882.00| |
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 43.000 M | 85.00000 3655.00| |
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 48.000 M | 95.00000 4560.00| |
375 MM UNDERDRAIN TYPE C | | |
0360 605.13 35.000 M | 115.00000 4025.00| |
450 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 14
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 7 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.17 119.000 M | 37.00000 4403.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.1722 4.000 EA | 800.00000 3200.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0390 606.21 8.000 M | 38.00000 304.00| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0400 606.265 1.000 EA | 56.00000 56.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0410 606.35 10.000 EA | 27.00000 270.00| |
GUARDRAIL DELINEATOR POST | | |
0420 606.36 38.000 M | 27.00000 1026.00| |
GUARDRAIL REMOVED AND RESET | | |
0430 606.47 62.000 EA | 28.00000 1736.00| |
SINGLE WOOD POST | | |
0440 606.76 6.000 EA | 1600.00000 9600.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0450 607.24 10.000 M | 37.00000 370.00| |
REMOVE AND RESET FENCE | | |
0460 608.08 5.000 M2 | 145.00000 725.00| |
REINFORCED CONCRETE SIDEWALK | | |
0470 609.31 885.000 M | 13.00000 11505.00| |
CURB TYPE 3 | | |
0480 610.08 110.000 M3 | 40.00000 4400.00| |
PLAIN RIPRAP | | |
0490 610.18 290.000 M3 | 45.00000 13050.00| |
STONE DITCH PROTECTION | | |
0500 612.06 205.000 M2 | 16.00000 3280.00| |
BITUMINOUS SEALING - BLACK | | |
0510 613.319 3935.000 M2 | 1.60000 6296.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0520 615.07 560.000 M3 | 35.00000 19600.00| |
LOAM | | |
0530 618.1301 28.000 UN | 23.00000 644.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0540 618.1401 291.000 UN | 18.00000 5238.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0550 619.1201 412.000 UN | 8.00000 3296.00| |
MULCH - PLAN QUANTITY | | |
0560 620.56 155.000 M2 | 3.00000 465.00| |
DRAINAGE GEOTEXTILE | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 15
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 7 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 620.58 958.000 M2 | 1.80000 1724.40| |
EROSION CONTROL GEOTEXTILE | | |
0580 620.651 1242.000 M2 | 7.00000 8694.00| |
REINFORCEMENT GEOGRID INSTALLATION | | |
0590 620.661 1080.000 M2 | 14.00000 15120.00| |
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0600 621.178 20.000 EA | 345.00000 6900.00| |
MEDIUM DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0610 621.255 18.000 EA | 205.00000 3690.00| |
LARGE DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0620 621.80 LUMP| 1440.00000 1440.00| |
ESTABLISHMENT PERIOD | | |
0630 622.10 10.000 EA | 122.00000 1220.00| |
TRANSPLANTING SHRUB | | |
0640 627.711 15317.000 M | 0.40000 6126.80| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0650 627.76 LUMP| 3880.00000 3880.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0660 629.05 80.000 MH | 15.00000 1200.00| |
HAND LABOR, STRAIGHT TIME | | |
0670 631.12 150.000 HR | 125.00000 18750.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0680 631.13 25.000 HR | 125.00000 3125.00| |
BULLDOZER (INCLUDING OPERATOR) | | |
0690 631.14 30.000 HR | 125.00000 3750.00| |
GRADER (INCLUDING OPERATOR) | | |
0700 631.172 280.000 HR | 45.00000 12600.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0710 631.18 30.000 HR | 20.00000 600.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0720 631.20 10.000 HR | 170.00000 1700.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0730 631.22 30.000 HR | 75.00000 2250.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0740 631.32 20.000 HR | 100.00000 2000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 11/14/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 16
LOCATION : MONMOUTH TABULATION OF BIDS
LITCHFIELD
WEST GARDINER CONTRACT ID : 008471.10
=========
====================================================================================================================================
|( 7 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 636.61 60.000 M2 | 265.00000 15900.00| |
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0760 637.071 LUMP| 6000.00000 6000.00| |
DUST CONTROL | | |
0770 639.18 1.000 EA | 10000.00000 10000.00| |
FIELD OFFICE TYPE A | | |
0780 643.60 LUMP| 5800.00000 5800.00| |
FLASHING BEACON AT: SPEARS CORNER | | |
0790 652.31 60.000 EA | 30.00000 1800.00| |
TYPE I BARRICADE | | |
0800 652.33 140.000 EA | 45.00000 6300.00| |
DRUM | | |
0810 652.34 140.000 EA | 25.00000 3500.00| |
CONE | | |
0820 652.35 95.000 M2 | 65.00000 6175.00| |
CONSTRUCTION SIGNS | | |
0830 652.361 200.000 LS | 10000.00000 10000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0840 652.38 2000.000 MH | 15.00000 30000.00| |
FLAGGER | | |
0850 656.75 LUMP| 45000.00000 45000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0860 657.24 92.000 UN | 16.00000 1472.00| |
SEEDING PITS | | |
0870 659.10 LUMP| 152700.00000 152700.00| |
MOBILIZATION | | |
0880 660.21 1000.000 MH | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,687,407.95| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,687,407.95| $ 0.00| $
====================================================================================================================================