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LETTING DATE : 04/06/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/06/05
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011309.00 COMPLETION DATE : 07/29/05
=========
PROJECT(S): STP-1118(400)X LOCATION(S): FALMOUTH, INTERSECTION IMPROVEMENTNW/OTSIGNALPARTMENT OF TRANSPORTATION
STP-1130(900)X CUMBERLAND-YARMOUTH, HIGHWAY RESURFACING
STP-1131(700)X YARMOUTH, HIGHWAY RESURFACING A TRUE COPY : __________________________
OTHERS OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CUMBERLAND-YARMOUTH, HIGHWAY RESURFACING & INTERSECTION NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000059 PIKE INDUSTRIES, INC. $ 1,267,990.40 100.0000%
2 000004 BLUE ROCK INDUSTRIES $ 1,371,969.30 108.2003%
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( )
|PIKE INDUSTRIES, INC. |BLUE ROCK INDUSTRIES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.202 36550.000 SY | 2.41000 88085.50| 2.18000 79679.00|
REMOVING PAVEMENT SURFACE | | |
0020 202.203 2510.000 SY | 15.64000 39256.40| 10.60000 26606.00|
PAVEMENT BUTT JOINTS | | |
0030 203.20 360.000 CY | 12.50000 4500.00| 15.75000 5670.00|
COMMON EXCAVATION | | |
0040 203.242 100.000 CY | 35.74000 3574.00| 19.95000 1995.00|
DIRTY BORROW | | |
0050 205.51 1320.000 SY | 14.00000 18480.00| 17.85000 23562.00|
WIDENING OF EXISTING SHOULDER | | |
0060 206.07 6.000 CY | 150.00000 900.00| 199.50000 1197.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0070 211.20 2500.000 LF | 4.25000 10625.00| 3.15000 7875.00|
INSLOPE EXCAVATION | | |
0080 211.30 8300.000 LF | 4.00000 33200.00| 3.70000 30710.00|
DITCH EXCAVATION | | |
0090 304.10 150.000 CY | 50.00000 7500.00| 31.50000 4725.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 403.207 50.000 T | 82.50000 4125.00| 91.25000 4562.50|
HOT MIX ASPHALT 19.0 MM HMA | | |
0110 403.208 28.000 T | 82.50000 2310.00| 98.50000 2758.00|
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0120 403.209 453.000 T | 105.00000 47565.00| 93.50000 42355.50|
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
LETTING DATE : 04/06/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/06/05
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011309.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( )
|PIKE INDUSTRIES, INC. |BLUE ROCK INDUSTRIES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 403.210 6300.000 T | 44.90000 282870.00| 45.00000 283500.00|
HOT MIX ASPHALT 9.5 MM HMA | | |
0140 403.211 4180.000 T | 45.09000 188476.20| 45.00000 188100.00|
HOT MIX ASPHALT (SHIMMING) | | |
0150 409.15 5340.000 G | 2.75000 14685.00| 3.95000 21093.00|
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 40.000 CY | 70.00000 2800.00| 39.90000 1596.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 463.10 450.000 SY | 30.72000 13824.00| 155.00000 69750.00|
COLORED AND TEXTURED WEARING SURFACE | | |
0180 603.159 60.000 LF | 65.00000 3900.00| 51.45000 3087.00|
12 INCH CULVERT PIPE OPTION III | | |
0190 603.16 100.000 LF | 30.00000 3000.00| 35.70000 3570.00|
15 INCH CULVERT PIPE OPTION I | | |
0200 603.169 260.000 LF | 65.00000 16900.00| 60.90000 15834.00|
15 INCH CULVERT PIPE OPTION III | | |
0210 603.17 320.000 LF | 45.00000 14400.00| 44.10000 14112.00|
18 INCH CULVERT PIPE OPTION I | | |
0220 603.179 200.000 LF | 75.00000 15000.00| 73.50000 14700.00|
18 INCH CULVERT PIPE OPTION III | | |
0230 603.19 20.000 LF | 50.00000 1000.00| 52.50000 1050.00|
24 INCH CULVERT PIPE OPTION I | | |
0240 603.199 30.000 LF | 135.00000 4050.00| 78.75000 2362.50|
24 INCH CULVERT PIPE OPTION III | | |
0250 603.21 20.000 LF | 65.00000 1300.00| 72.45000 1449.00|
36 INCH CULVERT PIPE OPTION I | | |
0260 603.219 30.000 LF | 155.00000 4650.00| 120.75000 3622.50|
36 INCH CULVERT PIPE OPTION III | | |
0270 604.072 2.000 EA | 2500.00000 5000.00| 2520.00000 5040.00|
CATCH BASIN TYPE A1-C | | |
0280 604.092 3.000 EA | 2500.00000 7500.00| 2520.00000 7560.00|
CATCH BASIN TYPE B1-C | | |
0290 604.15 1.000 EA | 2750.00000 2750.00| 3150.00000 3150.00|
MANHOLE | | |
0300 604.161 7.000 EA | 650.00000 4550.00| 610.00000 4270.00|
ALTERING CATCH BASIN | | |
0310 604.164 4.000 EA | 1000.00000 4000.00| 1575.00000 6300.00|
REBUILDING CATCH BASIN | | |
0320 604.18 48.000 EA | 350.00000 16800.00| 315.00000 15120.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 04/06/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/06/05
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011309.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( )
|PIKE INDUSTRIES, INC. |BLUE ROCK INDUSTRIES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 604.182 15.000 EA | 450.00000 6750.00| 263.00000 3945.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0340 605.09 50.000 LF | 35.00000 1750.00| 45.00000 2250.00|
6 INCH UNDERDRAIN TYPE B | | |
0350 605.10 10.000 LF | 30.00000 300.00| 25.00000 250.00|
6 INCH UNDERDRAIN OUTLET | | |
0360 606.24 620.000 LF | 14.28000 8853.60| 14.30000 8866.00|
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0370 606.265 2.000 EA | 29.40000 58.80| 29.50000 59.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0380 606.35 6.000 EA | 29.40000 176.40| 29.50000 177.00|
GUARDRAIL DELINEATOR POST | | |
0390 606.754 2.000 EA | 1500.00000 3000.00| 1995.00000 3990.00|
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0400 606.79 2.000 EA | 2483.25000 4966.50| 2485.00000 4970.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0410 608.253 130.000 SF | 16.80000 2184.00| 12.50000 1625.00|
MASONRY PAVER WITH TRUNCATED DOME | | |
0420 608.45 1140.000 SY | 14.50000 16530.00| 16.80000 19152.00|
CONSTRUCTION SIDEWALK | | |
0430 609.31 948.000 LF | 6.56000 6218.88| 5.25000 4977.00|
CURB TYPE 3 | | |
0440 609.34 380.000 LF | 2.75000 1045.00| 22.00000 8360.00|
CURB TYPE 5 | | |
0450 609.35 37.000 LF | 2.75000 101.75| 68.00000 2516.00|
CURB TYPE 5 - CIRCULAR | | |
0460 609.38 50.000 LF | 2.75000 137.50| 18.00000 900.00|
RESET CURB TYPE 1 | | |
0470 609.40 415.000 LF | 2.75000 1141.25| 15.75000 6536.25|
RESET CURB TYPE 5 | | |
0480 609.443 170.000 LF | 2.75000 467.50| 22.00000 3740.00|
REMOVE, CUT AND INSTALL EXISTING CURB | | |
0490 610.08 320.000 CY | 50.00000 16000.00| 57.75000 18480.00|
PLAIN RIPRAP | | |
0500 613.319 3950.000 SY | 1.50000 5925.00| 1.60000 6320.00|
EROSION CONTROL BLANKET | | |
0510 615.07 355.000 CY | 45.00000 15975.00| 42.00000 14910.00|
LOAM | | |
0520 618.1301 55.000 UN | 18.90000 1039.50| 15.75000 866.25|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 04/06/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/06/05
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011309.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( )
|PIKE INDUSTRIES, INC. |BLUE ROCK INDUSTRIES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0530 618.1401 140.000 UN | 18.90000 2646.00| 15.00000 2100.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0540 619.1201 195.000 UN | 12.60000 2457.00| 8.60000 1677.00|
MULCH - PLAN QUANTITY | | |
0550 620.58 600.000 SY | 1.50000 900.00| 2.10000 1260.00|
EROSION CONTROL GEOTEXTILE | | |
0560 627.18 40.000 LF | 1.31000 52.40| 1.35000 54.00|
12 " SOLID WHITE PAVEMENT MARKING | | |
0570 627.711 80420.000 LF | 0.09000 7237.80| 0.10000 8042.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0580 627.75 4930.000 SF | 1.31000 6458.30| 1.35000 6655.50|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0590 627.76 LUMP| 623.70000 623.70| 10500.00000 10500.00|
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0600 627.77 450.000 SF | 3.15000 1417.50| 3.15000 1417.50|
REMOVING PAVEMENT MARKINGS | | |
0610 629.05 70.000 HR | 45.00000 3150.00| 36.75000 2572.50|
HAND LABOR, STRAIGHT TIME | | |
0620 631.12 50.000 HR | 135.00000 6750.00| 126.00000 6300.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0630 631.133 25.000 HR | 85.00000 2125.00| 57.75000 1443.75|
SKID STEER (INCLUDING OPERATOR) | | |
0640 631.172 60.000 HR | 65.00000 3900.00| 50.40000 3024.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0650 631.18 2.000 HR | 75.00000 150.00| 39.90000 79.80|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0660 631.21 25.000 HR | 75.00000 1875.00| 47.25000 1181.25|
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0670 631.22 25.000 HR | 95.00000 2375.00| 89.25000 2231.25|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0680 631.221 5.000 HR | 75.00000 375.00| 68.25000 341.25|
SMALL FRONT-END LOADER (INCLUDING | | |
OPERATOR) | | |
0690 631.28 2.000 HR | 225.00000 450.00| 105.00000 210.00|
BRUSH CHIPPER (INCLUDING OPERATOR) | | |
0700 631.32 35.000 HR | 300.00000 10500.00| 189.00000 6615.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 04/06/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/06/05
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011309.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( )
|PIKE INDUSTRIES, INC. |BLUE ROCK INDUSTRIES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 639.19 1.000 EA | 9187.50000 9187.50| 7500.00000 7500.00|
FIELD OFFICE TYPE B | | |
0720 643.86 2.000 EA | 787.50000 1575.00| 785.00000 1570.00|
TRAFFIC SIGNAL LOOP DETECTORS | | |
0730 645.116 1.000 EA | 262.50000 262.50| 450.00000 450.00|
REINSTALL REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0740 645.271 9.000 SF | 58.33000 524.97| 70.00000 630.00|
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
0750 652.39 LUMP| 133447.65000 133447.65| 192500.00000 192500.00|
WORK ZONE TRAFFIC CONTROL | | |
0760 656.75 LUMP| 7500.00000 7500.00| 4200.00000 4200.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0770 658.20 100.000 SY | 9.45000 945.00| 11.00000 1100.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0780 659.10 LUMP| 86558.30000 86558.30| 86369.00000 86369.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,253,640.40| $ 1,359,874.30| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SANITARY ITEMS
| | |
0790 812.162 41.000 EA | 350.00000 14350.00| 295.00000 12095.00|
ADJUSTING SEWER MANHOLE TO GRADE | | |
SECTION TOTALS | $ 14,350.00| $ 12,095.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,267,990.40| $ 1,371,969.30| $
====================================================================================================================================