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LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00 COMPLETION DATE : 06/25/04
=========
PROJECT(S): STP-9183(00)X LOCATION(S): Minot/Auburn MAINE STATE DEPARTMENT OF TRANSPORTATION A TRUE COPY : __________________________ TITLE : __________________________ ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000403 PRATT & SONS INC. $ 2,824,394.34 100.0000%
2 000036 H E SARGENT, INC. $ 2,940,280.00 104.1030%
3 001094 K & K EXCAVATION, INC. $ 2,957,336.49 104.7069%
4 000855 BRIDGECORP $ 3,287,802.11 116.4073%
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000036 |( 3 ) 001094
|PRATT & SONS INC. |H E SARGENT, INC. |K & K EXCAVATION, 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 1.390 HA | 10575.00000 14699.25| 16000.00000 22240.00| 7000.00000 9730.00
CLEARING | | |
0020 201.23 28.000 EA | 300.00000 8400.00| 400.00000 11200.00| 450.00000 12600.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 42.000 EA | 150.00000 6300.00| 150.00000 6300.00| 175.00000 7350.00
REMOVING STUMP | | |
0040 202.08 LUMP| 7000.00000 7000.00| 5500.00000 5500.00| 10000.00000 10000.00
REMOVING BUILDING NO.: | | |
0050 202.15 2.000 EA | 400.00000 800.00| 1000.00000 2000.00| 200.00000 400.00
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.203 500.000 M2 | 22.00000 11000.00| 27.00000 13500.00| 27.50000 13750.00
PAVEMENT BUTT JOINTS | | |
0070 203.20 31902.000 M3 | 9.70000 309449.40| 8.50000 271167.00| 10.50000 334971.00
COMMON EXCAVATION | | |
0080 203.21 100.000 M3 | 140.00000 14000.00| 100.00000 10000.00| 162.50000 16250.00
ROCK EXCAVATION | | |
0090 203.25 400.000 M3 | 24.50000 9800.00| 12.00000 4800.00| 10.00000 4000.00
GRANULAR BORROW | | |
0100 304.10 29400.000 M3 | 22.00000 646800.00| 17.00000 499800.00| 20.00000 588000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 307.32 6984.000 M2 | 2.50000 17460.00| 4.00000 27936.00| 2.25000 15714.00
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000036 |( 3 ) 001094
|PRATT & SONS INC. |H E SARGENT, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.207 5080.000 MG | 40.00000 203200.00| 45.50000 231140.00| 42.00000 213360.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.209 770.000 MG | 97.00000 74690.00| 103.00000 79310.00| 95.00000 73150.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 2740.000 MG | 40.00000 109600.00| 50.00000 137000.00| 42.00000 115080.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 403.211 150.000 MG | 40.00000 6000.00| 53.00000 7950.00| 42.00000 6300.00
HOT MIX ASPHALT (SHIM) | | |
0160 403.213 4115.000 MG | 40.00000 164600.00| 49.00000 201635.00| 42.00000 172830.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 200.000 L | 4.40000 880.00| 3.25000 650.00| 4.00000 800.00
BITUMINOUS TACK COAT APPLIED | | |
0180 502.57 18.500 M3 | 300.00000 5550.00| 410.00000 7585.00| 270.00000 4995.00
ANNULAR SPACE GROUTING | | |
0190 534.71 6.750 LS | 24200.00000 24200.00| 45000.00000 45000.00| 28000.00000 28000.00
PRECAST CONCRETE BOX CULVERT | | |
0200 603.15 34.000 M | 69.00000 2346.00| 85.00000 2890.00| 50.00000 1700.00
300 MILLI METER CULVERT PIPE OPTION I | | |
0210 603.16 202.000 M | 72.00000 14544.00| 90.00000 18180.00| 51.00000 10302.00
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 54.000 M | 85.00000 4590.00| 140.00000 7560.00| 63.00000 3402.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 128.000 M | 230.00000 29440.00| 140.00000 17920.00| 150.00000 19200.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 24.000 M | 111.00000 2664.00| 155.00000 3720.00| 90.00000 2160.00
600 MM CULVERT PIPE OPTION I | | |
0250 603.195 16.000 M | 290.00000 4640.00| 160.00000 2560.00| 200.00000 3200.00
600 MM RCP CLASS III | | |
0260 603.199 26.000 M | 126.00000 3276.00| 155.00000 4030.00| 240.00000 6240.00
600 MM CULVERT PIPE OPTION III | | |
0270 603.20 22.000 M | 240.00000 5280.00| 230.00000 5060.00| 115.00000 2530.00
750 MM CULVERT PIPE OPTION I | | |
0280 603.52 28.000 M | 750.00000 21000.00| 1000.00000 28000.00| 130.00000 3640.00
POLYETHYLENE CULVERT PIPE LINER | | |
0290 603.77 3.000 EA | 300.00000 900.00| 550.00000 1650.00| 350.00000 1050.00
375 MM INLET GRATE UNIT | | |
0300 604.092 36.000 EA | 2100.00000 75600.00| 1900.00000 68400.00| 2100.00000 75600.00
CATCH BASIN TYPE B1-C | | |
0310 605.09 2620.000 M | 82.00000 214840.00| 63.00000 165060.00| 85.00000 222700.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000036 |( 3 ) 001094
|PRATT & SONS INC. |H E SARGENT, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 605.10 62.000 M | 67.00000 4154.00| 56.00000 3472.00| 65.00000 4030.00
150 MM UNDERDRAIN OUTLET | | |
0330 605.11 920.500 M | 98.00000 90209.00| 94.00000 86527.00| 95.00000 87447.50
300 MM UNDERDRAIN TYPE C | | |
0340 605.12 182.000 M | 99.00000 18018.00| 99.00000 18018.00| 100.00000 18200.00
375 MM UNDERDRAIN TYPE C | | |
0350 605.13 71.500 M | 127.00000 9080.50| 110.00000 7865.00| 109.00000 7793.50
450 MM UNDERDRAIN TYPE C | | |
0360 605.38 676.000 M | 50.00000 33800.00| 70.00000 47320.00| 75.00000 50700.00
TIRE SHRED FRENCH DRAIN | | |
0370 606.17 1474.470 M | 36.00000 53080.92| 36.00000 53080.92| 30.00000 44234.10
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.1732 2.000 EA | 465.00000 930.00| 732.00000 1464.00| 750.00000 1500.00
BRIDGE CONNECTION TYPE 2 | | |
0390 606.22 30.480 M | 49.00000 1493.52| 41.00000 1249.68| 38.00000 1158.24
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0400 606.265 4.000 EA | 22.00000 88.00| 31.00000 124.00| 30.00000 120.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0410 606.35 38.000 EA | 21.00000 798.00| 33.00000 1254.00| 32.00000 1216.00
GUARDRAIL DELINEATOR POST | | |
0420 606.363 100.000 M | 8.30000 830.00| 5.00000 500.00| 5.00000 500.00
GUARDRAIL REMOVE AND DISPOSE | | |
0430 606.47 50.000 EA | 68.00000 3400.00| 38.00000 1900.00| 40.00000 2000.00
SINGLE WOOD POST | | |
0440 606.752 19.000 EA | 750.00000 14250.00| 900.00000 17100.00| 750.00000 14250.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0450 606.753 1.000 EA | 680.00000 680.00| 900.00000 900.00| 1000.00000 1000.00
WIDEN SHOULDER FOR LOW VOLUME END | | |
0460 606.76 19.000 EA | 1360.00000 25840.00| 1520.00000 28880.00| 1500.00000 28500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0470 606.78 1.000 EA | 540.00000 540.00| 500.00000 500.00| 600.00000 600.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0480 609.31 3248.500 M | 18.50000 60097.25| 12.00000 38982.00| 11.50000 37357.75
CURB TYPE 3 | | |
0490 610.08 750.000 M3 | 58.00000 43500.00| 55.00000 41250.00| 32.50000 24375.00
PLAIN RIPRAP | | |
0500 612.06 560.000 M2 | 3.80000 2128.00| 5.50000 3080.00| 7.00000 3920.00
BITUMINOUS SEALING - BLACK | | |
0510 613.319 1000.000 M2 | 2.00000 2000.00| 1.50000 1500.00| 1.75000 1750.00
EROSION CONTROL BLANKET | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000036 |( 3 ) 001094
|PRATT & SONS INC. |H E SARGENT, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 615.07 2250.000 M3 | 36.00000 81000.00| 25.00000 56250.00| 22.00000 49500.00
LOAM | | |
0530 618.1301 100.000 UN | 15.00000 1500.00| 19.00000 1900.00| 22.00000 2200.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0540 618.1401 250.000 UN | 14.00000 3500.00| 16.00000 4000.00| 13.00000 3250.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0550 619.1201 350.000 UN | 6.00000 2100.00| 7.00000 2450.00| 6.50000 2275.00
MULCH - PLAN QUANTITY | | |
0560 620.58 500.000 M2 | 2.20000 1100.00| 2.25000 1125.00| 2.00000 1000.00
EROSION CONTROL GEOTEXTILE | | |
0570 627.711 11070.000 M | 0.45000 4981.50| 0.33000 3653.10| 0.22000 2435.40
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0580 627.75 30.000 M2 | 25.00000 750.00| 17.00000 510.00| 12.00000 360.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0590 627.76 LUMP| 4900.00000 4900.00| 8000.00000 8000.00| 10000.00000 10000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0600 629.05 40.000 HR | 33.00000 1320.00| 22.00000 880.00| 20.00000 800.00
HAND LABOR, STRAIGHT TIME | | |
0610 631.10 10.000 HR | 38.00000 380.00| 32.00000 320.00| 28.00000 280.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0620 631.11 10.000 HR | 38.00000 380.00| 23.00000 230.00| 23.00000 230.00
AIR TOOL (INCLUDING OPERATOR) | | |
0630 631.12 20.000 HR | 95.00000 1900.00| 100.00000 2000.00| 100.00000 2000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0640 631.131 8.000 HR | 104.00000 832.00| 90.00000 720.00| 100.00000 800.00
SMALL BULLDOZER-GRADER (INCLUDING | | |
OPERATOR) | | |
0650 631.172 20.000 HR | 42.00000 840.00| 105.00000 2100.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0660 631.18 10.000 HR | 35.00000 350.00| 50.00000 500.00| 25.00000 250.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0670 631.32 10.000 HR | 188.00000 1880.00| 190.00000 1900.00| 135.00000 1350.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0680 637.071 LUMP| 12500.00000 12500.00| 40000.00000 40000.00| 50000.00000 50000.00
DUST CONTROL | | |
0690 639.18 1.000 EA | 12000.00000 12000.00| 17000.00000 17000.00| 20000.00000 20000.00
FIELD OFFICE TYPE A | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000036 |( 3 ) 001094
|PRATT & SONS INC. |H E SARGENT, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 652.31 10.000 EA | 55.00000 550.00| 95.00000 950.00| 50.00000 500.00
TYPE I BARRICADE | | |
0710 652.311 5.000 EA | 55.00000 275.00| 115.00000 575.00| 50.00000 250.00
TYPE II BARRICADE | | |
0720 652.33 50.000 EA | 70.00000 3500.00| 60.00000 3000.00| 50.00000 2500.00
DRUM | | |
0730 652.34 70.000 EA | 18.00000 1260.00| 21.00000 1470.00| 15.00000 1050.00
CONE | | |
0740 652.35 70.000 M2 | 111.00000 7770.00| 135.00000 9450.00| 75.00000 5250.00
CONSTRUCTION SIGNS | | |
0750 652.361 260.000 LS | 36000.00000 36000.00| 100000.00000 100000.00| 100000.00000 100000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0760 652.38 3500.000 HR | 16.00000 56000.00| 17.25000 60375.00| 18.00000 63000.00
FLAGGER | | |
0770 656.75 LUMP| 33000.00000 33000.00| 150000.00000 150000.00| 75000.00000 75000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0780 657.24 30.000 UN | 12.00000 360.00| 17.00000 510.00| 10.00000 300.00
SEEDING PITS | | |
0790 659.10 LUMP| 171000.00000 171000.00| 202702.30000 202702.30| 250000.00000 250000.00
MOBILIZATION | | |
0800 660.21 2000.000 HR | 2.00000 4000.00| 1.50000 3000.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,824,394.34| $ 2,940,280.00| $ 2,957,336.49
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,824,394.34| $ 2,940,280.00| $ 2,957,336.49
====================================================================================================================================
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 6
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|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 1.390 HA | 7000.00000 9730.00| |
CLEARING | | |
0020 201.23 28.000 EA | 100.00000 2800.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 42.000 EA | 100.00000 4200.00| |
REMOVING STUMP | | |
0040 202.08 LUMP| 100.00000 100.00| |
REMOVING BUILDING NO.: | | |
0050 202.15 2.000 EA | 100.00000 200.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.203 500.000 M2 | 15.00000 7500.00| |
PAVEMENT BUTT JOINTS | | |
0070 203.20 31902.000 M3 | 13.00000 414726.00| |
COMMON EXCAVATION | | |
0080 203.21 100.000 M3 | 180.00000 18000.00| |
ROCK EXCAVATION | | |
0090 203.25 400.000 M3 | 15.00000 6000.00| |
GRANULAR BORROW | | |
0100 304.10 29400.000 M3 | 22.00000 646800.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 307.32 6984.000 M2 | 2.95000 20602.80| |
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0120 403.207 5080.000 MG | 40.00000 203200.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.209 770.000 MG | 60.00000 46200.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 2740.000 MG | 40.00000 109600.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 403.211 150.000 MG | 60.00000 9000.00| |
HOT MIX ASPHALT (SHIM) | | |
0160 403.213 4115.000 MG | 40.00000 164600.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 200.000 L | 6.00000 1200.00| |
BITUMINOUS TACK COAT APPLIED | | |
0180 502.57 18.500 M3 | 450.00000 8325.00| |
ANNULAR SPACE GROUTING | | |
0190 534.71 6.750 LS | 40000.00000 40000.00| |
PRECAST CONCRETE BOX CULVERT | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 7
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 603.15 34.000 M | 130.00000 4420.00| |
300 MILLI METER CULVERT PIPE OPTION I | | |
0210 603.16 202.000 M | 155.00000 31310.00| |
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 54.000 M | 285.00000 15390.00| |
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 128.000 M | 135.00000 17280.00| |
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 24.000 M | 210.00000 5040.00| |
600 MM CULVERT PIPE OPTION I | | |
0250 603.195 16.000 M | 190.00000 3040.00| |
600 MM RCP CLASS III | | |
0260 603.199 26.000 M | 200.00000 5200.00| |
600 MM CULVERT PIPE OPTION III | | |
0270 603.20 22.000 M | 260.00000 5720.00| |
750 MM CULVERT PIPE OPTION I | | |
0280 603.52 28.000 M | 1100.00000 30800.00| |
POLYETHYLENE CULVERT PIPE LINER | | |
0290 603.77 3.000 EA | 400.00000 1200.00| |
375 MM INLET GRATE UNIT | | |
0300 604.092 36.000 EA | 1800.00000 64800.00| |
CATCH BASIN TYPE B1-C | | |
0310 605.09 2620.000 M | 77.59000 203285.80| |
150 MM UNDERDRAIN TYPE B | | |
0320 605.10 62.000 M | 95.00000 5890.00| |
150 MM UNDERDRAIN OUTLET | | |
0330 605.11 920.500 M | 114.00000 104937.00| |
300 MM UNDERDRAIN TYPE C | | |
0340 605.12 182.000 M | 130.00000 23660.00| |
375 MM UNDERDRAIN TYPE C | | |
0350 605.13 71.500 M | 130.00000 9295.00| |
450 MM UNDERDRAIN TYPE C | | |
0360 605.38 676.000 M | 40.00000 27040.00| |
TIRE SHRED FRENCH DRAIN | | |
0370 606.17 1474.470 M | 33.00000 48657.51| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0380 606.1732 2.000 EA | 465.00000 930.00| |
BRIDGE CONNECTION TYPE 2 | | |
0390 606.22 30.480 M | 45.00000 1371.60| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0400 606.265 4.000 EA | 22.00000 88.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 8
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0410 606.35 38.000 EA | 21.00000 798.00| |
GUARDRAIL DELINEATOR POST | | |
0420 606.363 100.000 M | 7.50000 750.00| |
GUARDRAIL REMOVE AND DISPOSE | | |
0430 606.47 50.000 EA | 62.00000 3100.00| |
SINGLE WOOD POST | | |
0440 606.752 19.000 EA | 1000.00000 19000.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0450 606.753 1.000 EA | 600.00000 600.00| |
WIDEN SHOULDER FOR LOW VOLUME END | | |
0460 606.76 19.000 EA | 1235.00000 23465.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0470 606.78 1.000 EA | 485.00000 485.00| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0480 609.31 3248.500 M | 17.00000 55224.50| |
CURB TYPE 3 | | |
0490 610.08 750.000 M3 | 80.00000 60000.00| |
PLAIN RIPRAP | | |
0500 612.06 560.000 M2 | 5.00000 2800.00| |
BITUMINOUS SEALING - BLACK | | |
0510 613.319 1000.000 M2 | 1.50000 1500.00| |
EROSION CONTROL BLANKET | | |
0520 615.07 2250.000 M3 | 39.00000 87750.00| |
LOAM | | |
0530 618.1301 100.000 UN | 17.00000 1700.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0540 618.1401 250.000 UN | 15.00000 3750.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0550 619.1201 350.000 UN | 7.50000 2625.00| |
MULCH - PLAN QUANTITY | | |
0560 620.58 500.000 M2 | 4.00000 2000.00| |
EROSION CONTROL GEOTEXTILE | | |
0570 627.711 11070.000 M | 0.37000 4095.90| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0580 627.75 30.000 M2 | 20.00000 600.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0590 627.76 LUMP| 4000.00000 4000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 9
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 629.05 40.000 HR | 20.00000 800.00| |
HAND LABOR, STRAIGHT TIME | | |
0610 631.10 10.000 HR | 25.00000 250.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0620 631.11 10.000 HR | 25.00000 250.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0630 631.12 20.000 HR | 100.00000 2000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0640 631.131 8.000 HR | 90.00000 720.00| |
SMALL BULLDOZER-GRADER (INCLUDING | | |
OPERATOR) | | |
0650 631.172 20.000 HR | 50.00000 1000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0660 631.18 10.000 HR | 25.00000 250.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0670 631.32 10.000 HR | 175.00000 1750.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0680 637.071 LUMP| 19000.00000 19000.00| |
DUST CONTROL | | |
0690 639.18 1.000 EA | 3000.00000 3000.00| |
FIELD OFFICE TYPE A | | |
0700 652.31 10.000 EA | 54.00000 540.00| |
TYPE I BARRICADE | | |
0710 652.311 5.000 EA | 72.00000 360.00| |
TYPE II BARRICADE | | |
0720 652.33 50.000 EA | 65.00000 3250.00| |
DRUM | | |
0730 652.34 70.000 EA | 17.00000 1190.00| |
CONE | | |
0740 652.35 70.000 M2 | 68.00000 4760.00| |
CONSTRUCTION SIGNS | | |
0750 652.361 260.000 LS | 24000.00000 24000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0760 652.38 3500.000 HR | 16.00000 56000.00| |
FLAGGER | | |
0770 656.75 LUMP| 30000.00000 30000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0780 657.24 30.000 UN | 10.00000 300.00| |
SEEDING PITS | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 10
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009183.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0790 659.10 LUMP| 540000.00000 540000.00| |
MOBILIZATION | | |
0800 660.21 2000.000 HR | 1.00000 2000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,287,802.11| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,287,802.11| $ 0.00| $
====================================================================================================================================
|