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LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 1
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00 COMPLETION DATE : 02/06/06
=========
PROJECT(S): STP-1018(300)X LOCATION(S): KINGFIELD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : KINGFIELD, BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 1,941,260.00 100.0000%
2 000032 REED & REED, INC. $ 1,968,852.00 101.4213%
3 001954 TECHNICAL CONSTRUCTION INC. $ 2,035,282.00 104.8433%
4 000063 WYMAN & SIMPSON, INC. $ 2,134,900.00 109.9750%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 001954
|C P M CONSTRUCTORS |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 420.000 LS | 100000.00000 100000.00| 200000.00000 200000.00| 230000.00000 230000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 2000.000 M3 | 6.00000 12000.00| 6.00000 12000.00| 8.00000 16000.00
COMMON EXCAVATION | | |
0030 203.24 1700.000 M3 | 15.00000 25500.00| 12.00000 20400.00| 12.00000 20400.00
COMMON BORROW | | |
0040 203.25 200.000 M3 | 20.00000 4000.00| 20.00000 4000.00| 20.00000 4000.00
GRANULAR BORROW | | |
0050 206.061 340.000 M3 | 8.00000 2720.00| 8.00000 2720.00| 8.00000 2720.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 206.082 220.000 M3 | 18.00000 3960.00| 18.00000 3960.00| 18.00000 3960.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 2500.000 M3 | 20.00000 50000.00| 20.00000 50000.00| 24.00000 60000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 270.000 MG | 80.00000 21600.00| 80.00000 21600.00| 81.00000 21870.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 210.000 MG | 80.00000 16800.00| 80.00000 16800.00| 82.00000 17220.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0100 403.209 90.000 MG | 125.00000 11250.00| 125.00000 11250.00| 130.00000 11700.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 2
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 001954
|C P M CONSTRUCTORS |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 310.000 MG | 80.00000 24800.00| 80.00000 24800.00| 84.00000 26040.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 409.15 375.000 L | 4.00000 1500.00| 4.00000 1500.00| 4.00000 1500.00
BITUMINOUS TACK COAT APPLIED | | |
0130 501.231 3.000 EA | 6000.00000 18000.00| 2500.00000 7500.00| 7200.00000 21600.00
DYNAMIC LOADING TEST | | |
0140 501.50 265.000 M | 250.00000 66250.00| 190.00000 50350.00| 260.00000 68900.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0150 501.501 265.000 M | 10.00000 2650.00| 15.00000 3975.00| 10.00000 2650.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0160 501.54 105.000 M | 300.00000 31500.00| 250.00000 26250.00| 290.00000 30450.00
STEEL H-BEAM PILES 174 KG/M, DELIVERED | | |
0170 501.541 105.000 M | 10.00000 1050.00| 25.00000 2625.00| 10.00000 1050.00
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0180 501.70 105.000 M | 1500.00000 157500.00| 800.00000 84000.00| 1400.00000 147000.00
STEEL PIPE PILES, DELIVERED | | |
0190 501.701 105.000 M | 20.00000 2100.00| 50.00000 5250.00| 210.00000 22050.00
STEEL PIPE PILES, IN PLACE | | |
0200 501.90 16.000 EA | 1000.00000 16000.00| 400.00000 6400.00| 600.00000 9600.00
PILE TIPS | | |
0210 501.91 40.000 EA | 1.00000 40.00| 1.00000 40.00| 1.00000 40.00
PILE SPLICES | | |
0220 501.92 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 27200.00000 27200.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0230 502.219 73.000 LS | 50000.00000 50000.00| 60000.00000 60000.00| 50700.00000 50700.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0240 502.239 25.000 LS | 50000.00000 50000.00| 32000.00000 32000.00| 26400.00000 26400.00
STRUCTURAL CONCRETE PIERS | | |
0250 502.26 125.000 LS | 160000.00000 160000.00| 175000.00000 175000.00| 202600.00000 202600.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0260 502.31 18.000 LS | 7000.00000 7000.00| 16000.00000 16000.00| 9000.00000 9000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0270 502.49 34.000 LS | 20000.00000 20000.00| 27000.00000 27000.00| 22200.00000 22200.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0280 503.12 7900.000 KG | 1.50000 11850.00| 2.00000 15800.00| 1.50000 11850.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0290 503.13 7900.000 KG | 1.50000 11850.00| 2.00000 15800.00| 1.00000 7900.00
REINFORCING STEEL, PLACING | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 3
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 001954
|C P M CONSTRUCTORS |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 504.702 67500.000 LS | 200000.00000 200000.00| 208000.00000 208000.00| 218100.00000 218100.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0310 504.71 67500.000 LS | 30000.00000 30000.00| 35000.00000 35000.00| 38300.00000 38300.00
STRUCTURAL STEEL ERECTION | | |
0320 505.08 2230.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 2200.00000 2200.00
SHEAR CONNECTORS | | |
0330 508.14 530.000 LS | 13000.00000 13000.00| 13000.00000 13000.00| 12600.00000 12600.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0340 510.112 LUMP| 330000.00000 330000.00| 300000.00000 300000.00| 254600.00000 254600.00
SPECIAL DETOUR VEHICULAR & PEDESTRIAN | | |
TRAFFIC NOT SEPARATED | | |
0350 514.06 1.000 EA | 1500.00000 1500.00| 1000.00000 1000.00| 910.00000 910.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0360 515.20 475.000 M2 | 3.00000 1425.00| 5.00000 2375.00| 7.00000 3325.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0370 523.52 5.000 EA | 500.00000 2500.00| 750.00000 3750.00| 390.00000 1950.00
BEARING INSTALLATION | | |
0380 523.5401 5.000 EA | 1500.00000 7500.00| 2000.00000 10000.00| 1700.00000 8500.00
LAMINATED ELASTOMERIC BEARINGS, FIXED | | |
0390 526.301 90.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 5100.00000 5100.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0400 526.323 102.000 LS | 60000.00000 60000.00| 90000.00000 90000.00| 54100.00000 54100.00
TEXAS CLASSIC RAIL | | |
0410 603.159 13.000 M | 93.00000 1209.00| 93.00000 1209.00| 93.00000 1209.00
300 MM CULVERT PIPE OPTION III | | |
0420 603.169 4.000 M | 100.00000 400.00| 100.00000 400.00| 100.00000 400.00
375 MM CULVERT PIPE OPTION III | | |
0430 603.17 16.000 M | 103.00000 1648.00| 103.00000 1648.00| 100.00000 1600.00
450 MM CULVERT PIPE OPTION I | | |
0440 603.179 21.000 M | 118.00000 2478.00| 118.00000 2478.00| 120.00000 2520.00
450 MM CULVERT PIPE OPTION III | | |
0450 604.092 1.400 EA | 2000.00000 2800.00| 2000.00000 2800.00| 2000.00000 2800.00
CATCH BASIN TYPE B1-C | | |
0460 604.262 2.400 EA | 1800.00000 4320.00| 1800.00000 4320.00| 1800.00000 4320.00
CATCH BASIN TYPE B5-C | | |
0470 605.09 80.000 M | 96.00000 7680.00| 96.00000 7680.00| 96.00000 7680.00
150 MM UNDERDRAIN TYPE B | | |
0480 605.11 70.000 M | 132.00000 9240.00| 132.00000 9240.00| 130.00000 9100.00
300 MM UNDERDRAIN TYPE C | | |
0490 606.15 100.000 M | 80.00000 8000.00| 80.00000 8000.00| 80.00000 8000.00
GUARDRAIL TYPE 3A - SINGLE RAIL | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 4
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 001954
|C P M CONSTRUCTORS |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 606.1721 4.000 EA | 1400.00000 5600.00| 1300.00000 5200.00| 1300.00000 5200.00
BRIDGE TRANSITION - TYPE 1 | | |
0510 606.20 23.000 M | 80.00000 1840.00| 80.00000 1840.00| 80.00000 1840.00
GUARDRAIL TYPE 3A - OVER 4.5 M RADIUS | | |
0520 606.265 3.000 EA | 65.00000 195.00| 65.00000 195.00| 66.00000 198.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0530 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0540 606.79 1.000 EA | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0550 608.26 2.000 M2 | 100.00000 200.00| 91.00000 182.00| 580.00000 1160.00
CURB RAMP DETECTABLE WARNING FIELD | | |
0560 609.31 300.000 M | 15.00000 4500.00| 15.00000 4500.00| 18.00000 5400.00
CURB TYPE 3 | | |
0570 610.08 700.000 M3 | 60.00000 42000.00| 75.00000 52500.00| 56.00000 39200.00
PLAIN RIPRAP | | |
0580 610.18 75.000 M3 | 30.00000 2250.00| 30.00000 2250.00| 30.00000 2250.00
STONE DITCH PROTECTION | | |
0590 613.319 450.000 M2 | 2.00000 900.00| 5.00000 2250.00| 4.00000 1800.00
EROSION CONTROL BLANKET | | |
0600 615.0701 90.000 M3 | 30.00000 2700.00| 30.00000 2700.00| 30.00000 2700.00
LOAM - PLAN QUANTITY | | |
0610 618.1301 6.000 UN | 85.00000 510.00| 85.00000 510.00| 86.00000 516.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0620 618.1401 16.000 UN | 25.00000 400.00| 25.00000 400.00| 25.00000 400.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0630 619.1201 22.000 UN | 15.00000 330.00| 15.00000 330.00| 15.00000 330.00
MULCH - PLAN QUANTITY | | |
0640 619.1401 180.000 M3 | 15.00000 2700.00| 15.00000 2700.00| 15.00000 2700.00
EROSION CONTROL MIX | | |
0650 620.58 50.000 M2 | 3.00000 150.00| 3.00000 150.00| 3.00000 150.00
EROSION CONTROL GEOTEXTILE | | |
0660 621.413 3.000 EA | 100.00000 300.00| 100.00000 300.00| 98.00000 294.00
DWARF EVERGREENS (900 MM - 1050 MM) | | |
GROUP A | | |
0670 621.80 LUMP| 225.00000 225.00| 225.00000 225.00| 230.00000 230.00
ESTABLISHMENT PERIOD | | |
0680 627.711 300.000 M | 3.00000 900.00| 3.00000 900.00| 4.00000 1200.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 5
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 001954
|C P M CONSTRUCTORS |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 627.75 4.000 M2 | 25.00000 100.00| 25.00000 100.00| 65.00000 260.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0700 629.05 40.000 HR | 25.00000 1000.00| 20.00000 800.00| 30.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0710 631.12 40.000 HR | 45.00000 1800.00| 45.00000 1800.00| 75.00000 3000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0720 631.15 40.000 HR | 30.00000 1200.00| 30.00000 1200.00| 55.00000 2200.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0730 631.172 40.000 HR | 30.00000 1200.00| 30.00000 1200.00| 45.00000 1800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0740 637.071 LUMP| 2500.00000 2500.00| 6500.00000 6500.00| 6600.00000 6600.00
DUST CONTROL | | |
0750 639.18 1.000 EA | 10000.00000 10000.00| 7500.00000 7500.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0760 645.116 15.000 EA | 400.00000 6000.00| 200.00000 3000.00| 100.00000 1500.00
REINSTALL REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0770 652.31 6.000 EA | 50.00000 300.00| 60.00000 360.00| 90.00000 540.00
TYPE I BARRICADE | | |
0780 652.312 6.000 EA | 150.00000 900.00| 100.00000 600.00| 230.00000 1380.00
TYPE III BARRICADE | | |
0790 652.33 30.000 EA | 55.00000 1650.00| 60.00000 1800.00| 55.00000 1650.00
DRUM | | |
0800 652.34 50.000 EA | 20.00000 1000.00| 15.00000 750.00| 15.00000 750.00
CONE | | |
0810 652.35 13.000 M2 | 200.00000 2600.00| 200.00000 2600.00| 180.00000 2340.00
CONSTRUCTION SIGNS | | |
0820 652.361 180.000 LS | 7000.00000 7000.00| 30000.00000 30000.00| 6500.00000 6500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0830 652.38 300.000 HR | 20.00000 6000.00| 18.00000 5400.00| 17.00000 5100.00
FLAGGER | | |
0840 656.75 LUMP| 7000.00000 7000.00| 15000.00000 15000.00| 7600.00000 7600.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0850 659.10 LUMP| 194000.00000 194000.00| 150000.00000 150000.00| 194000.00000 194000.00
MOBILIZATION | | |
0860 660.21 1000.000 HR | 0.01000 10.00| 0.01000 10.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 6
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000032 |( 3 ) 001954
|C P M CONSTRUCTORS |REED & REED INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 890.01 LUMP| 5500.00000 5500.00| 5500.00000 5500.00| 6200.00000 6200.00
SPECIAL WORK #1 | | |
SECTION TOTALS | $ 1,941,260.00| $ 1,968,852.00| $ 2,035,282.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,941,260.00| $ 1,968,852.00| $ 2,035,282.00
====================================================================================================================================
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 7
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 420.000 LS | 200000.00000 200000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 2000.000 M3 | 15.60000 31200.00| |
COMMON EXCAVATION | | |
0030 203.24 1700.000 M3 | 17.00000 28900.00| |
COMMON BORROW | | |
0040 203.25 200.000 M3 | 25.60000 5120.00| |
GRANULAR BORROW | | |
0050 206.061 340.000 M3 | 30.00000 10200.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 206.082 220.000 M3 | 40.00000 8800.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 2500.000 M3 | 24.60000 61500.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 270.000 MG | 92.00000 24840.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 210.000 MG | 84.00000 17640.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0100 403.209 90.000 MG | 131.00000 11790.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 310.000 MG | 84.00000 26040.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 409.15 375.000 L | 4.20000 1575.00| |
BITUMINOUS TACK COAT APPLIED | | |
0130 501.231 3.000 EA | 2600.00000 7800.00| |
DYNAMIC LOADING TEST | | |
0140 501.50 265.000 M | 195.00000 51675.00| |
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0150 501.501 265.000 M | 10.00000 2650.00| |
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0160 501.54 105.000 M | 260.00000 27300.00| |
STEEL H-BEAM PILES 174 KG/M, DELIVERED | | |
0170 501.541 105.000 M | 10.00000 1050.00| |
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0180 501.70 105.000 M | 1200.00000 126000.00| |
STEEL PIPE PILES, DELIVERED | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 8
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 501.701 105.000 M | 50.00000 5250.00| |
STEEL PIPE PILES, IN PLACE | | |
0200 501.90 16.000 EA | 975.00000 15600.00| |
PILE TIPS | | |
0210 501.91 40.000 EA | 450.00000 18000.00| |
PILE SPLICES | | |
0220 501.92 LUMP| 20000.00000 20000.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0230 502.219 73.000 LS | 50000.00000 50000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0240 502.239 25.000 LS | 50000.00000 50000.00| |
STRUCTURAL CONCRETE PIERS | | |
0250 502.26 125.000 LS | 190000.00000 190000.00| |
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0260 502.31 18.000 LS | 11000.00000 11000.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0270 502.49 34.000 LS | 30000.00000 30000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0280 503.12 7900.000 KG | 1.15000 9085.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0290 503.13 7900.000 KG | 0.50000 3950.00| |
REINFORCING STEEL, PLACING | | |
0300 504.702 67500.000 LS | 225000.00000 225000.00| |
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0310 504.71 67500.000 LS | 36000.00000 36000.00| |
STRUCTURAL STEEL ERECTION | | |
0320 505.08 2230.000 LS | 4000.00000 4000.00| |
SHEAR CONNECTORS | | |
0330 508.14 530.000 LS | 14000.00000 14000.00| |
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0340 510.112 LUMP| 327550.00000 327550.00| |
SPECIAL DETOUR VEHICULAR & PEDESTRIAN | | |
TRAFFIC NOT SEPARATED | | |
0350 514.06 1.000 EA | 700.00000 700.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0360 515.20 475.000 M2 | 10.00000 4750.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 9
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 523.52 5.000 EA | 600.00000 3000.00| |
BEARING INSTALLATION | | |
0380 523.5401 5.000 EA | 1500.00000 7500.00| |
LAMINATED ELASTOMERIC BEARINGS, FIXED | | |
0390 526.301 90.000 LS | 2200.00000 2200.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0400 526.323 102.000 LS | 78000.00000 78000.00| |
TEXAS CLASSIC RAIL | | |
0410 603.159 13.000 M | 110.00000 1430.00| |
300 MM CULVERT PIPE OPTION III | | |
0420 603.169 4.000 M | 165.00000 660.00| |
375 MM CULVERT PIPE OPTION III | | |
0430 603.17 16.000 M | 115.00000 1840.00| |
450 MM CULVERT PIPE OPTION I | | |
0440 603.179 21.000 M | 155.00000 3255.00| |
450 MM CULVERT PIPE OPTION III | | |
0450 604.092 1.400 EA | 1900.00000 2660.00| |
CATCH BASIN TYPE B1-C | | |
0460 604.262 2.400 EA | 2000.00000 4800.00| |
CATCH BASIN TYPE B5-C | | |
0470 605.09 80.000 M | 65.00000 5200.00| |
150 MM UNDERDRAIN TYPE B | | |
0480 605.11 70.000 M | 95.00000 6650.00| |
300 MM UNDERDRAIN TYPE C | | |
0490 606.15 100.000 M | 85.00000 8500.00| |
GUARDRAIL TYPE 3A - SINGLE RAIL | | |
0500 606.1721 4.000 EA | 1400.00000 5600.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0510 606.20 23.000 M | 85.00000 1955.00| |
GUARDRAIL TYPE 3A - OVER 4.5 M RADIUS | | |
0520 606.265 3.000 EA | 70.00000 210.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0530 606.35 6.000 EA | 35.00000 210.00| |
GUARDRAIL DELINEATOR POST | | |
0540 606.79 1.000 EA | 2100.00000 2100.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0550 608.26 2.000 M2 | 500.00000 1000.00| |
CURB RAMP DETECTABLE WARNING FIELD | | |
0560 609.31 300.000 M | 16.30000 4890.00| |
CURB TYPE 3 | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 10
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 610.08 700.000 M3 | 67.00000 46900.00| |
PLAIN RIPRAP | | |
0580 610.18 75.000 M3 | 65.00000 4875.00| |
STONE DITCH PROTECTION | | |
0590 613.319 450.000 M2 | 3.50000 1575.00| |
EROSION CONTROL BLANKET | | |
0600 615.0701 90.000 M3 | 29.00000 2610.00| |
LOAM - PLAN QUANTITY | | |
0610 618.1301 6.000 UN | 80.00000 480.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0620 618.1401 16.000 UN | 70.00000 1120.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0630 619.1201 22.000 UN | 50.00000 1100.00| |
MULCH - PLAN QUANTITY | | |
0640 619.1401 180.000 M3 | 30.00000 5400.00| |
EROSION CONTROL MIX | | |
0650 620.58 50.000 M2 | 2.30000 115.00| |
EROSION CONTROL GEOTEXTILE | | |
0660 621.413 3.000 EA | 110.00000 330.00| |
DWARF EVERGREENS (900 MM - 1050 MM) | | |
GROUP A | | |
0670 621.80 LUMP| 300.00000 300.00| |
ESTABLISHMENT PERIOD | | |
0680 627.711 300.000 M | 4.30000 1290.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0690 627.75 4.000 M2 | 70.00000 280.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0700 629.05 40.000 HR | 25.00000 1000.00| |
HAND LABOR, STRAIGHT TIME | | |
0710 631.12 40.000 HR | 85.00000 3400.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0720 631.15 40.000 HR | 45.00000 1800.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0730 631.172 40.000 HR | 36.00000 1440.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0740 637.071 LUMP| 2000.00000 2000.00| |
DUST CONTROL | | |
LETTING DATE : 03/02/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/02/05
PAGE : 11
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010183.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 639.18 1.000 EA | 4500.00000 4500.00| |
FIELD OFFICE TYPE A | | |
0760 645.116 15.000 EA | 150.00000 2250.00| |
REINSTALL REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0770 652.31 6.000 EA | 50.00000 300.00| |
TYPE I BARRICADE | | |
0780 652.312 6.000 EA | 150.00000 900.00| |
TYPE III BARRICADE | | |
0790 652.33 30.000 EA | 50.00000 1500.00| |
DRUM | | |
0800 652.34 50.000 EA | 35.00000 1750.00| |
CONE | | |
0810 652.35 13.000 M2 | 120.00000 1560.00| |
CONSTRUCTION SIGNS | | |
0820 652.361 180.000 LS | 7500.00000 7500.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0830 652.38 300.000 HR | 20.00000 6000.00| |
FLAGGER | | |
0840 656.75 LUMP| 10000.00000 10000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0850 659.10 LUMP| 210000.00000 210000.00| |
MOBILIZATION | | |
0860 660.21 1000.000 HR | 2.00000 2000.00| |
ON-THE-JOB TRAINING (BID) | | |
0870 890.01 LUMP| 10000.00000 10000.00| |
SPECIAL WORK #1 | | |
SECTION TOTALS | $ 2,134,900.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,134,900.00| $ 0.00| $
====================================================================================================================================