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LETTING DATE : 06/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 008840.00
=========
COMPLETION DATE : 06/30/01
PROJECT(S): IM-HP-295-8840(00)E COUNTIE(S) : CUMBERLAND MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : CONNECTOR ROADS AND RAMPS CONSTRUCTION ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 4,202,796.75 100.0000%
2 000079 R J GRONDIN & SONS, INC. $ 5,355,532.70 127.4278%
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( )
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 47800.00000 47800.00| 1200.00000 1200.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 108.51 LUMP| 10000.00000 10000.00| 500.00000 500.00|
PROSECUTION OF WORK - INITIAL SCHEDULE | | |
0030 108.52 8.000 EA | 400.00000 3200.00| 500.00000 4000.00|
PROSECUTION OF WORK - MONTHLY UPDATE | | |
0050 201.23 1.000 EA | 600.00000 600.00| 750.00000 750.00|
REMOVING SINGLE TREE TOP ONLY | | |
0060 201.24 1.000 EA | 100.00000 100.00| 375.00000 375.00|
REMOVING STUMP | | |
0070 202.15 1.000 EA | 500.00000 500.00| 485.00000 485.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0080 202.19 126.000 LS | 50000.00000 50000.00| 25000.00000 25000.00|
REMOVING EXISTING BRIDGE | | |
0090 202.202 16730.000 M2 | 2.25000 37642.50| 2.15000 35969.50|
REMOVING PAVEMENT SURFACE | | |
0100 202.203 3100.000 M2 | 6.66000 20646.00| 6.35000 19685.00|
PAVEMENT BUTT JOINTS | | |
0110 203.20 78700.000 M3 | 4.50000 354150.00| 10.50000 826350.00|
COMMON EXCAVATION | | |
0120 203.21 10.000 M3 | 130.80000 1308.00| 430.00000 4300.00|
ROCK EXCAVATION | | |
LETTING DATE : 06/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 008840.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( )
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 203.24 49000.000 M3 | 1.63000 79870.00| 6.50000 318500.00|
COMMON BORROW | | |
0140 206.061 10.000 M3 | 65.00000 650.00| 90.00000 900.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0150 304.10 17120.000 M3 | 15.69000 268612.80| 24.00000 410880.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0160 403.207 8550.000 MG | 43.00000 367650.00| 42.00000 359100.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.208 4050.000 MG | 43.00000 174150.00| 50.00000 202500.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0180 403.209 300.000 MG | 99.30000 29790.00| 125.00000 37500.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0190 403.211 260.000 MG | 53.00000 13780.00| 65.00000 16900.00|
HOT MIX ASPHALT (SHIM) | | |
0200 409.15 33460.000 L | 0.85000 28441.00| 1.00000 33460.00|
BITUMINOUS TACK COAT APPLIED | | |
0210 502.32 14.000 M3 | 642.85000 8999.90| 1000.00000 14000.00|
STRUCTURAL CONCRETE CULVERT ENDWALLS | | |
0220 502.341 192.000 M3 | 326.82000 62749.44| 275.00000 52800.00|
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0230 526.301 220.000 LS | 60000.00000 60000.00| 21000.00000 21000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0240 527.301 2.000 EA | 8200.00000 16400.00| 7700.00000 15400.00|
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0250 527.34 6.000 UN | 4000.00000 24000.00| 4400.00000 26400.00|
WORK ZONE CRASH CUSHIONS | | |
0260 603.159 332.000 M | 72.16000 23957.12| 85.00000 28220.00|
300 MM CULVERT PIPE OPTION III | | |
0270 603.169 60.000 M | 78.80000 4728.00| 87.00000 5220.00|
375 MM CULVERT PIPE OPTION III | | |
0280 603.179 14.000 M | 92.00000 1288.00| 140.00000 1960.00|
450 MM CULVERT PIPE OPTION III | | |
0290 603.199 225.000 M | 104.96000 23616.00| 150.00000 33750.00|
600 MM CULVERT PIPE OPTION III | | |
0300 603.42 3.000 M | 400.00000 1200.00| 725.00000 2175.00|
762 MM REINFORCED CONCRETE PIPE CLASS I | | |
0310 603.44 180.000 M | 268.77000 48378.60| 300.00000 54000.00|
1067 MM REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
LETTING DATE : 06/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 008840.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( )
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 603.471 280.000 M | 443.08000 124062.40| 370.00000 103600.00|
1524 MM RCP CLASS V | | |
0330 603.748 1.000 EA | 4000.00000 4000.00| 8500.00000 8500.00|
REMOVE CONCRETE HEADWALL | | |
0340 604.071 20.000 EA | 2800.00000 56000.00| 2950.00000 59000.00|
CATCH BASIN TYPE A1-P | | |
0350 604.091 5.000 EA | 2600.00000 13000.00| 2950.00000 14750.00|
CATCH BASIN TYPE B1-P | | |
0360 604.092 11.000 EA | 2400.00000 26400.00| 1350.00000 14850.00|
CATCH BASIN TYPE B1-C | | |
0370 604.153 2.000 EA | 3200.00000 6400.00| 4150.00000 8300.00|
1500 MM MANHOLE | | |
0380 604.154 1.000 EA | 4200.00000 4200.00| 7500.00000 7500.00|
1800 MM MANHOLE | | |
0390 604.156 2.000 EA | 7500.00000 15000.00| 16000.00000 32000.00|
2400 MM MANHOLE | | |
0400 604.16 1.000 EA | 600.00000 600.00| 525.00000 525.00|
ALTERING CATCH BASIN TO MANHOLES | | |
0410 604.18 6.000 EA | 375.00000 2250.00| 395.00000 2370.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0420 604.182 5.000 EA | 250.00000 1250.00| 275.00000 1375.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0430 604.245 12.000 EA | 1200.00000 14400.00| 1200.00000 14400.00|
CATCH BASIN TYPE F4-C | | |
0440 605.09 1200.000 M | 59.05000 70860.00| 32.00000 38400.00|
150 MM UNDERDRAIN TYPE B Undetermined | | |
Locations | | |
0450 605.10 96.000 M | 82.03000 7874.88| 29.00000 2784.00|
150 MM UNDERDRAIN OUTLET | | |
0460 605.11 97.000 M | 98.35000 9539.95| 125.00000 12125.00|
300 MM UNDERDRAIN TYPE C | | |
0470 605.12 96.000 M | 111.56000 10709.76| 133.00000 12768.00|
375 MM UNDERDRAIN TYPE C | | |
0480 606.1721 3.000 EA | 975.00000 2925.00| 947.00000 2841.00|
BRIDGE TRANSITION - TYPE 1 | | |
0490 606.1722 2.000 EA | 500.00000 1000.00| 482.00000 964.00|
BRIDGE TRANSITION - TYPE 2 | | |
0500 606.178 25.000 M | 10.98000 274.50| 10.90000 272.50|
GUARDRAIL BEAM | | |
0510 606.23 170.000 M | 38.07000 6471.90| 40.00000 6800.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 06/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 008840.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( )
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 606.232 210.000 M | 39.37000 8267.70| 42.00000 8820.00|
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0530 606.24 255.000 M | 37.41000 9539.55| 36.00000 9180.00|
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0540 606.242 565.000 M | 38.72000 21876.80| 37.00000 20905.00|
GUARDRAIL TYPE 3D - OVER 4.5M RADIUS | | |
0550 606.265 4.000 EA | 22.00000 88.00| 50.00000 200.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0560 606.35 66.000 EA | 22.00000 1452.00| 25.00000 1650.00|
GUARDRAIL DELINEATOR POST | | |
0570 606.363 100.000 M | 3.28000 328.00| 3.50000 350.00|
GUARDRAIL REMOVE AND DISPOSE | | |
0580 606.364 25.000 M | 19.68000 492.00| 20.00000 500.00|
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0590 606.367 10.000 EA | 25.00000 250.00| 50.00000 500.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0600 606.754 6.000 EA | 800.00000 4800.00| 1450.00000 8700.00|
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0610 606.79 6.000 EA | 1850.00000 11100.00| 1525.00000 9150.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0620 607.175 110.000 M | 38.56000 4241.60| 38.00000 4180.00|
CHAIN LINK FENCE - 1.8 METER WITHOUT | | |
TOP RAIL | | |
0630 608.08 490.000 M2 | 83.71000 41017.90| 44.00000 21560.00|
REINFORCED CONCRETE SIDEWALK | | |
0640 609.11 1370.000 M | 75.46000 103380.20| 78.00000 106860.00|
VERTICAL CURB TYPE 1 | | |
0650 609.12 110.000 M | 124.70000 13717.00| 110.00000 12100.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0660 609.34 3000.000 M | 52.49000 157470.00| 55.00000 165000.00|
CURB TYPE 5 | | |
0670 609.35 45.000 M | 180.88000 8139.60| 225.00000 10125.00|
CURB TYPE 5 - CIRCULAR | | |
0680 609.38 158.000 M | 49.17000 7768.86| 45.00000 7110.00|
RESET CURB TYPE 1 | | |
0690 609.40 73.000 M | 39.45000 2879.85| 39.40000 2876.20|
RESET CURB TYPE 5 | | |
0700 610.08 33.000 M3 | 78.18000 2579.94| 150.00000 4950.00|
PLAIN RIPRAP | | |
LETTING DATE : 06/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 008840.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( )
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 610.16 35.000 M3 | 92.00000 3220.00| 150.00000 5250.00|
HEAVY RIPRAP | | |
0720 615.07 5750.000 M3 | 22.23000 127822.50| 19.00000 109250.00|
LOAM | | |
0730 618.1301 50.000 UN | 16.00000 800.00| 75.00000 3750.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0740 618.1411 10.000 UN | 17.00000 170.00| 75.00000 750.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0750 619.1201 60.000 UN | 30.00000 1800.00| 50.00000 3000.00|
MULCH - PLAN QUANTITY | | |
0760 620.54 110.000 M2 | 3.90000 429.00| 10.00000 1100.00|
STABILIZATION GEOTEXTILE | | |
0770 626.11 38.000 EA | 525.00000 19950.00| 550.00000 20900.00|
PRECAST CONCRETE JUNCTION BOX:___ | | |
0780 626.21 570.000 M | 49.88000 28431.60| 50.00000 28500.00|
METALLIC CONDUIT | | |
0790 626.22 995.000 M | 41.33000 41123.35| 40.00000 39800.00|
NON-METALLIC CONDUIT | | |
0800 626.23 140.000 M | 30.14000 4219.60| 30.00000 4200.00|
PREWIRED CONDUIT SECONDARY WIRING # 2/0 | | |
AWG | | |
0810 626.23 740.000 M | 24.97000 18477.80| 24.00000 17760.00|
PREWIRED CONDUIT SECONDARY WIRING # 8 | | |
AWG | | |
0820 626.31 2.000 EA | 630.00000 1260.00| 700.00000 1400.00|
450 MM FOUNDATION | | |
0830 626.32 11.000 EA | 945.00000 10395.00| 1125.00000 12375.00|
600 MM FOUNDATION | | |
0840 626.33 17.000 EA | 1260.00000 21420.00| 1235.00000 20995.00|
750 MM FOUNDATION | | |
0850 626.34 3.000 EA | 3675.00000 11025.00| 3500.00000 10500.00|
SIGNAL POLE FOUNDATION | | |
0860 626.36 4.000 EA | 950.00000 3800.00| 625.00000 2500.00|
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
0870 626.37 6.000 EA | 11500.00000 69000.00| 12500.00000 75000.00|
SPECIAL FOUNDATION | | |
0880 626.38 2.000 EA | 892.50000 1785.00| 850.00000 1700.00|
GROUND MOUNT CABINET FOUNDATION | | |
0890 627.618 1200.000 M | 1.00000 1200.00| 2.00000 2400.00|
300 MM SOLID WHITE PAVEMENT MARKING LIN | | |
0900 627.71 4050.000 M | 0.31000 1255.50| 0.35000 1417.50|
100 MM WHITE PAVEMENT MARKING LINE | | |
LETTING DATE : 06/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 008840.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( )
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0910 627.72 3120.000 M | 0.42000 1310.40| 0.50000 1560.00|
150 MM WHITE PAVEMENT MARKING LINE | | |
0920 627.73 1950.000 M | 0.51000 994.50| 0.65000 1267.50|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0930 627.74 2450.000 M | 0.42000 1029.00| 0.50000 1225.00|
150 MM YELLOW PAVEMENT MARKING LINE | | |
0940 627.75 25.000 M2 | 17.00000 425.00| 35.00000 875.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0950 627.77 140.000 M2 | 22.60000 3164.00| 35.00000 4900.00|
REMOVING PAVEMENT MARKINGS | | |
0960 629.05 200.000 MH | 34.00000 6800.00| 35.00000 7000.00|
HAND LABOR, STRAIGHT TIME | | |
0970 631.10 25.000 HR | 48.00000 1200.00| 275.00000 6875.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0980 631.11 25.000 HR | 48.00000 1200.00| 150.00000 3750.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0990 631.12 20.000 HR | 125.00000 2500.00| 185.00000 3700.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1000 631.13 25.000 HR | 125.00000 3125.00| 160.00000 4000.00|
BULLDOZER (INCLUDING OPERATOR) | | |
1010 631.132 25.000 HR | 70.00000 1750.00| 120.00000 3000.00|
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
1020 631.172 20.000 HR | 55.00000 1100.00| 55.00000 1100.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1030 631.22 25.000 HR | 85.00000 2125.00| 75.00000 1875.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
1040 634.16 LUMP| 54323.85000 54323.85| 88000.00000 88000.00|
HIGHWAY LIGHTING | | |
1050 634.21 18.000 EA | 1365.00000 24570.00| 1300.00000 23400.00|
CONVENTIONAL LIGHT STANDARD | | |
1060 636.30 550.000 M2 | 252.00000 138600.00| 400.00000 220000.00|
M.S.E. RETAINING WALL | | |
1070 637.071 LUMP| 3000.00000 3000.00| 25000.00000 25000.00|
DUST CONTROL | | |
1080 639.18 1.000 EA | 10000.00000 10000.00| 4500.00000 4500.00|
FIELD OFFICE TYPE A | | |
1090 643.80 LUMP| 64925.70000 64925.70| 70000.00000 70000.00|
TRAFFIC SIGNALS AT Congress Street | | |
1100 643.80 LUMP| 54083.40000 54083.40| 60000.00000 60000.00|
TRAFFIC SIGNALS AT Thompsons Point | | |
Connector | | |
LETTING DATE : 06/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 008840.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( )
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1110 643.90 LUMP| 13387.50000 13387.50| 10000.00000 10000.00|
INTERCONNECT WIRE BETWEEN | | |
1120 643.91 1.000 EA | 3675.00000 3675.00| 4500.00000 4500.00|
MAST ARM POLE #10 - 10.6M | | |
1130 643.91 1.000 EA | 3360.00000 3360.00| 3500.00000 3500.00|
MAST ARM POLE #11 - 9.1M | | |
1140 643.91 1.000 EA | 3150.00000 3150.00| 3300.00000 3300.00|
MAST ARM POLE #9 - 7.6M | | |
1150 643.94 1.000 EA | 5092.50000 5092.50| 4500.00000 4500.00|
DUAL PURPOSE POLE #3 - 10.6 M and 9.1 M | | |
1160 643.94 1.000 EA | 5092.50000 5092.50| 4500.00000 4500.00|
DUAL PURPOSE POLE #6 - 6.1M | | |
1170 643.94 1.000 EA | 5092.50000 5092.50| 4500.00000 4500.00|
DUAL PURPOSE POLE #8 - 12.2M | | |
1180 645.103 1.000 EA | 393.75000 393.75| 550.00000 550.00|
DEMOUNT GUIDE SIGN | | |
1190 645.106 3.000 EA | 157.50000 472.50| 225.00000 675.00|
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER A SSEMBLY | | |
SIGN | | |
1200 645.108 4.000 EA | 126.00000 504.00| 225.00000 900.00|
DEMOUNT POLE | | |
1210 645.12 LUMP| 112796.00000 112796.00| 95520.00000 95520.00|
OVERHEAD GUIDE SIGN: | | |
1220 645.161 7.000 EA | 682.50000 4777.50| 650.00000 4550.00|
BREAKAWAY DEVICES SINGLE POLE | | |
1230 645.162 2.000 EA | 892.50000 1785.00| 850.00000 1700.00|
BREAKAWAY DEVICES MULTI-POLE | | |
1240 645.251 13.500 M2 | 99.75000 1346.63| 110.00000 1485.00|
ROADSIDE GUIDE SIGNS | | |
1250 645.271 8.600 M2 | 101.85000 875.91| 125.00000 1075.00|
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
1260 645.289 1375.000 KG | 7.09000 9748.75| 7.00000 9625.00|
STEEL H-BEAM POLES | | |
1270 645.291 7.500 M2 | 99.75000 748.13| 110.00000 825.00|
ROADSIDE GUIDE SIGNS TYPE II | | |
1280 645.292 14.500 M2 | 89.25000 1294.13| 110.00000 1595.00|
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1290 645.301 75.000 EA | 30.00000 2250.00| 36.50000 2737.50|
DEMOUNTABLE REFLECTORIZED DELINEATOR, | | |
SINGLE | | |
LETTING DATE : 06/02/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 008840.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( )
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1300 645.302 10.000 EA | 28.00000 280.00| 65.00000 650.00|
DEMOUNTABLE REFLECTORIZED DELINEATOR, | | |
DOUBLE | | |
1310 652.30 4.000 EA | 2600.00000 10400.00| 3400.00000 13600.00|
FLASHING ARROW BOARD | | |
1320 652.31 50.000 EA | 60.00000 3000.00| 100.00000 5000.00|
TYPE I BARRICADE | | |
1330 652.312 6.000 EA | 125.00000 750.00| 450.00000 2700.00|
TYPE III BARRICADE | | |
1340 652.34 100.000 EA | 40.00000 4000.00| 50.00000 5000.00|
CONE | | |
1350 652.35 150.000 M2 | 215.33000 32299.50| 125.00000 18750.00|
CONSTRUCTION SIGNS | | |
1360 652.361 230.000 LS | 24000.00000 24000.00| 259000.00000 259000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1370 652.38 4500.000 MH | 17.00000 76500.00| 25.00000 112500.00|
FLAGGER | | |
1380 652.381 200.000 MH | 50.00000 10000.00| 65.00000 13000.00|
UNIFORM TRAFFIC OFFICERS | | |
1390 652.41 4.000 EA | 9450.00000 37800.00| 10500.00000 42000.00|
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1400 658.20 450.000 M2 | 14.00000 6300.00| 8.00000 3600.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1410 659.10 LUMP| 525000.00000 525000.00| 534000.00000 534000.00|
MOBILIZATION | | |
1420 660.21 3000.000 MH | 4.00000 12000.00| 1.00000 3000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,202,796.75| $ 5,355,532.70| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,202,796.75| $ 5,355,532.70| $
====================================================================================================================================