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LETTING DATE : 04/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/08/04
PAGE : 1
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010177.00 COMPLETION DATE : 10/30/04
=========
PROJECT(S): BR-1017(700)X LOCATION(S): COPLIN PLANTATION MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 985,399.00 100.0000%
2 000118 STETSON & WATSON, J. V. $ 995,646.50 101.0399%
3 001954 TECHNICAL CONSTRUCTION INC. $ 1,032,113.00 104.7406%
4 000164 C P M CONSTRUCTORS $ 1,071,468.00 108.7344%
5 000416 T BUCK CONSTRUCTION INC. $ 1,099,495.00 111.5787%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000118 |( 3 ) 001954
|REED & REED INC. |STETSON & WATSON, J. V. |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 202.19 260.000 LS | 50000.00000 50000.00| 10000.00000 10000.00| 27500.00000 27500.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 1950.000 M3 | 15.00000 29250.00| 18.00000 35100.00| 18.00000 35100.00
COMMON EXCAVATION | | |
0030 203.21 40.000 M3 | 50.00000 2000.00| 50.00000 2000.00| 51.00000 2040.00
ROCK EXCAVATION | | |
0040 203.24 1675.000 M3 | 10.00000 16750.00| 5.00000 8375.00| 5.00000 8375.00
COMMON BORROW | | |
0050 203.25 325.000 M3 | 17.00000 5525.00| 20.00000 6500.00| 20.00000 6500.00
GRANULAR BORROW | | |
0060 206.082 550.000 M3 | 14.00000 7700.00| 15.00000 8250.00| 15.00000 8250.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 3400.000 M3 | 18.00000 61200.00| 17.00000 57800.00| 19.00000 64600.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.209 18.000 MG | 125.00000 2250.00| 125.00000 2250.00| 130.00000 2340.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 375.000 MG | 110.00000 41250.00| 110.00000 41250.00| 113.00000 42375.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 525.000 MG | 112.00000 58800.00| 110.00000 57750.00| 115.00000 60375.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 04/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/08/04
PAGE : 2
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010177.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000118 |( 3 ) 001954
|REED & REED INC. |STETSON & WATSON, J. V. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 200.000 L | 5.40000 1080.00| 5.00000 1000.00| 5.00000 1000.00
BITUMINOUS TACK COAT APPLIED | | |
0120 501.231 2.000 EA | 4000.00000 8000.00| 4500.00000 9000.00| 4800.00000 9600.00
DYNAMIC LOADING TEST | | |
0130 501.50 74.000 M | 325.00000 24050.00| 350.00000 25900.00| 373.00000 27602.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0140 501.501 62.000 M | 60.00000 3720.00| 40.00000 2480.00| 40.00000 2480.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 175.00000 1400.00| 250.00000 2000.00| 253.00000 2024.00
PILE TIPS | | |
0160 501.92 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 15000.00000 15000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.219 100.000 LS | 100000.00000 100000.00| 60000.00000 60000.00| 80000.00000 80000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.26 64.000 LS | 125000.00000 125000.00| 100000.00000 100000.00| 95100.00000 95100.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0190 502.31 17.000 LS | 8000.00000 8000.00| 10000.00000 10000.00| 7280.00000 7280.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0200 502.49 9.000 LS | 13000.00000 13000.00| 10000.00000 10000.00| 12800.00000 12800.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 7000.000 KG | 1.00000 7000.00| 2.00000 14000.00| 1.00000 7000.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 7000.000 KG | 1.00000 7000.00| 2.00000 14000.00| 2.00000 14000.00
REINFORCING STEEL, PLACING | | |
0230 504.702 43000.000 LS | 100000.00000 100000.00| 95000.00000 95000.00| 110000.00000 110000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0240 504.71 43000.000 LS | 24000.00000 24000.00| 25000.00000 25000.00| 18700.00000 18700.00
STRUCTURAL STEEL ERECTION | | |
0250 505.08 904.000 LS | 2500.00000 2500.00| 2500.00000 2500.00| 2430.00000 2430.00
SHEAR CONNECTORS | | |
0260 507.0811 56.000 LS | 21000.00000 21000.00| 25000.00000 25000.00| 19400.00000 19400.00
STEEL BRIDGE RAILING, 2 BAR | | |
0270 508.13 302.000 LS | 4500.00000 4500.00| 3500.00000 3500.00| 6630.00000 6630.00
MEMBRANE WATERPROOFING | | |
0280 510.10 LUMP| 100000.00000 100000.00| 125000.00000 125000.00| 110400.00000 110400.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
LETTING DATE : 04/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/08/04
PAGE : 3
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010177.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000118 |( 3 ) 001954
|REED & REED INC. |STETSON & WATSON, J. V. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 514.06 1.000 EA | 250.00000 250.00| 800.00000 800.00| 758.00000 758.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0300 515.20 110.000 M2 | 20.00000 2200.00| 4.00000 440.00| 5.00000 550.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0310 526.301 80.000 LS | 8500.00000 8500.00| 6000.00000 6000.00| 4370.00000 4370.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0320 526.34 4.000 EA | 2000.00000 8000.00| 1000.00000 4000.00| 1410.00000 5640.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0330 603.17 30.000 M | 140.00000 4200.00| 105.00000 3150.00| 106.00000 3180.00
450 MM CULVERT PIPE OPTION I | | |
0340 605.11 148.000 M | 100.00000 14800.00| 126.00000 18648.00| 127.00000 18796.00
300 MM UNDERDRAIN TYPE C | | |
0350 606.17 130.000 M | 40.00000 5200.00| 40.00000 5200.00| 38.00000 4940.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0360 606.1721 4.000 EA | 1100.00000 4400.00| 1000.00000 4000.00| 1110.00000 4440.00
BRIDGE TRANSITION - TYPE 1 | | |
0370 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0380 606.76 4.000 EA | 1600.00000 6400.00| 2000.00000 8000.00| 1620.00000 6480.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0390 610.08 275.000 M3 | 50.00000 13750.00| 52.00000 14300.00| 55.00000 15125.00
PLAIN RIPRAP | | |
0400 610.18 24.000 M3 | 42.00000 1008.00| 45.00000 1080.00| 48.00000 1152.00
STONE DITCH PROTECTION | | |
0410 613.319 345.000 M2 | 2.00000 690.00| 3.50000 1207.50| 3.00000 1035.00
EROSION CONTROL BLANKET | | |
0420 615.0701 113.000 M3 | 30.00000 3390.00| 32.00000 3616.00| 32.00000 3616.00
LOAM - PLAN QUANTITY | | |
0430 618.1401 23.000 UN | 27.00000 621.00| 30.00000 690.00| 27.00000 621.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 619.1201 23.000 UN | 15.00000 345.00| 15.00000 345.00| 15.00000 345.00
MULCH - PLAN QUANTITY | | |
0450 619.1401 225.000 M3 | 35.00000 7875.00| 38.00000 8550.00| 38.00000 8550.00
EROSION CONTROL MIX | | |
0460 627.711 1100.000 M | 1.15000 1265.00| 1.25000 1375.00| 1.00000 1100.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0470 629.05 20.000 HR | 30.00000 600.00| 30.00000 600.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 10.000 HR | 75.00000 750.00| 95.00000 950.00| 110.00000 1100.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 04/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/08/04
PAGE : 4
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010177.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000118 |( 3 ) 001954
|REED & REED INC. |STETSON & WATSON, J. V. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.172 10.000 HR | 40.00000 400.00| 46.00000 460.00| 55.00000 550.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0500 637.071 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00
DUST CONTROL | | |
0510 639.19 1.000 EA | 6000.00000 6000.00| 4000.00000 4000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0520 639.26 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 21700.00000 21700.00
INSTRUMENTATION GEOTECHNICAL | | |
0530 652.312 6.000 EA | 250.00000 1500.00| 150.00000 900.00| 234.00000 1404.00
TYPE III BARRICADE | | |
0540 652.33 20.000 EA | 60.00000 1200.00| 60.00000 1200.00| 34.00000 680.00
DRUM | | |
0550 652.34 20.000 EA | 15.00000 300.00| 45.00000 900.00| 15.00000 300.00
CONE | | |
0560 652.35 50.000 M2 | 150.00000 7500.00| 100.00000 5000.00| 130.00000 6500.00
CONSTRUCTION SIGNS | | |
0570 652.361 180.000 LS | 10000.00000 10000.00| 3000.00000 3000.00| 2810.00000 2810.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0580 652.38 200.000 HR | 18.00000 3600.00| 14.50000 2900.00| 18.00000 3600.00
FLAGGER | | |
0590 656.75 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 5190.00000 5190.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0600 659.10 LUMP| 15000.00000 15000.00| 100000.00000 100000.00| 100000.00000 100000.00
MOBILIZATION | | |
SECTION TOTALS | $ 985,399.00| $ 995,646.50| $ 1,032,113.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 985,399.00| $ 995,646.50| $ 1,032,113.00
====================================================================================================================================
LETTING DATE : 04/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/08/04
PAGE : 5
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010177.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000416 |( )
|C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 260.000 LS | 100000.00000 100000.00| 50000.00000 50000.00|
REMOVING EXISTING BRIDGE | | |
0020 203.20 1950.000 M3 | 20.00000 39000.00| 18.00000 35100.00|
COMMON EXCAVATION | | |
0030 203.21 40.000 M3 | 60.00000 2400.00| 50.00000 2000.00|
ROCK EXCAVATION | | |
0040 203.24 1675.000 M3 | 6.00000 10050.00| 5.00000 8375.00|
COMMON BORROW | | |
0050 203.25 325.000 M3 | 22.00000 7150.00| 20.00000 6500.00|
GRANULAR BORROW | | |
0060 206.082 550.000 M3 | 16.00000 8800.00| 15.00000 8250.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 3400.000 M3 | 20.00000 68000.00| 17.00000 57800.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.209 18.000 MG | 125.00000 2250.00| 125.00000 2250.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 375.000 MG | 108.50000 40687.50| 110.00000 41250.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 525.000 MG | 110.50000 58012.50| 112.00000 58800.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 200.000 L | 5.40000 1080.00| 6.00000 1200.00|
BITUMINOUS TACK COAT APPLIED | | |
0120 501.231 2.000 EA | 5000.00000 10000.00| 4500.00000 9000.00|
DYNAMIC LOADING TEST | | |
0130 501.50 74.000 M | 400.00000 29600.00| 350.00000 25900.00|
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0140 501.501 62.000 M | 40.00000 2480.00| 40.00000 2480.00|
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 300.00000 2400.00| 250.00000 2000.00|
PILE TIPS | | |
0160 501.92 LUMP| 15000.00000 15000.00| 35000.00000 35000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.219 100.000 LS | 75000.00000 75000.00| 96000.00000 96000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.26 64.000 LS | 90000.00000 90000.00| 120000.00000 120000.00|
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
LETTING DATE : 04/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/08/04
PAGE : 6
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010177.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000416 |( )
|C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.31 17.000 LS | 5000.00000 5000.00| 6500.00000 6500.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0200 502.49 9.000 LS | 10000.00000 10000.00| 9000.00000 9000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 7000.000 KG | 0.90000 6300.00| 1.50000 10500.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 7000.000 KG | 0.52000 3640.00| 1.50000 10500.00|
REINFORCING STEEL, PLACING | | |
0230 504.702 43000.000 LS | 105000.00000 105000.00| 91000.00000 91000.00|
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED, WELDED | | |
0240 504.71 43000.000 LS | 10000.00000 10000.00| 25000.00000 25000.00|
STRUCTURAL STEEL ERECTION | | |
0250 505.08 904.000 LS | 2500.00000 2500.00| 3500.00000 3500.00|
SHEAR CONNECTORS | | |
0260 507.0811 56.000 LS | 25000.00000 25000.00| 22000.00000 22000.00|
STEEL BRIDGE RAILING, 2 BAR | | |
0270 508.13 302.000 LS | 5000.00000 5000.00| 7000.00000 7000.00|
MEMBRANE WATERPROOFING | | |
0280 510.10 LUMP| 100000.00000 100000.00| 90000.00000 90000.00|
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0290 514.06 1.000 EA | 750.00000 750.00| 2000.00000 2000.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0300 515.20 110.000 M2 | 3.00000 330.00| 8.00000 880.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0310 526.301 80.000 LS | 5000.00000 5000.00| 20000.00000 20000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0320 526.34 4.000 EA | 1500.00000 6000.00| 1400.00000 5600.00|
PERMANENT CONCRETE TRANSITION BARRIER | | |
0330 603.17 30.000 M | 120.00000 3600.00| 105.00000 3150.00|
450 MM CULVERT PIPE OPTION I | | |
0340 605.11 148.000 M | 140.00000 20720.00| 126.00000 18648.00|
300 MM UNDERDRAIN TYPE C | | |
0350 606.17 130.000 M | 45.00000 5850.00| 38.00000 4940.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0360 606.1721 4.000 EA | 1800.00000 7200.00| 1100.00000 4400.00|
BRIDGE TRANSITION - TYPE 1 | | |
0370 606.35 6.000 EA | 30.00000 180.00| 30.00000 180.00|
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 04/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/08/04
PAGE : 7
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010177.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000416 |( )
|C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.76 4.000 EA | 1700.00000 6800.00| 1600.00000 6400.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0390 610.08 275.000 M3 | 55.00000 15125.00| 52.00000 14300.00|
PLAIN RIPRAP | | |
0400 610.18 24.000 M3 | 50.00000 1200.00| 45.00000 1080.00|
STONE DITCH PROTECTION | | |
0410 613.319 345.000 M2 | 3.00000 1035.00| 2.00000 690.00|
EROSION CONTROL BLANKET | | |
0420 615.0701 113.000 M3 | 50.00000 5650.00| 32.00000 3616.00|
LOAM - PLAN QUANTITY | | |
0430 618.1401 23.000 UN | 30.00000 690.00| 27.00000 621.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 619.1201 23.000 UN | 16.00000 368.00| 15.00000 345.00|
MULCH - PLAN QUANTITY | | |
0450 619.1401 225.000 M3 | 40.00000 9000.00| 38.00000 8550.00|
EROSION CONTROL MIX | | |
0460 627.711 1100.000 M | 1.20000 1320.00| 1.40000 1540.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0470 629.05 20.000 HR | 35.00000 700.00| 35.00000 700.00|
HAND LABOR, STRAIGHT TIME | | |
0480 631.12 10.000 HR | 100.00000 1000.00| 95.00000 950.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0490 631.172 10.000 HR | 50.00000 500.00| 46.00000 460.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0500 637.071 LUMP| 3000.00000 3000.00| 3000.00000 3000.00|
DUST CONTROL | | |
0510 639.19 1.000 EA | 4000.00000 4000.00| 5500.00000 5500.00|
FIELD OFFICE TYPE B | | |
0520 639.26 LUMP| 20000.00000 20000.00| 40000.00000 40000.00|
INSTRUMENTATION GEOTECHNICAL | | |
0530 652.312 6.000 EA | 200.00000 1200.00| 170.00000 1020.00|
TYPE III BARRICADE | | |
0540 652.33 20.000 EA | 50.00000 1000.00| 55.00000 1100.00|
DRUM | | |
0550 652.34 20.000 EA | 20.00000 400.00| 22.00000 440.00|
CONE | | |
0560 652.35 50.000 M2 | 90.00000 4500.00| 115.00000 5750.00|
CONSTRUCTION SIGNS | | |
0570 652.361 180.000 LS | 2000.00000 2000.00| 9000.00000 9000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 04/07/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/08/04
PAGE : 8
COUNTIE(S): FRANKLIN TABULATION OF BIDS
CONTRACT ID : 010177.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000416 |( )
|C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 652.38 200.000 HR | 15.00000 3000.00| 25.00000 5000.00|
FLAGGER | | |
0590 656.75 LUMP| 5000.00000 5000.00| 5500.00000 5500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0600 659.10 LUMP| 100000.00000 100000.00| 87230.00000 87230.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,071,468.00| $ 1,099,495.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,071,468.00| $ 1,099,495.00| $
====================================================================================================================================