The URL can be used to link to this page

Home My WebLink About20140723 All Versions_Handouts_20120206North Carolina Department of Transportation Preliminary Estimate TIP No B -4722B Prel Route US 70 Unit From Bridge No 33 over the North River Typical Section 2 12 Lanes 10 Shoulders (13 w /GR) 1 150 BRIDGE DECK DRAINS Pried By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola PE 8/18/2011 q ` ;S on �. f M{1 �'''J l��cl� � ✓ County CARTERET CONSTR COST $7 900 000 Line Item Des Sec No Description Ouantity Unit Price Amount Clearing and Grubbing 0.3 ACR $ 40,00000 $ 12,00000 Supplemental Clearing and Grubbing 1 ACR $ 4100000 $ 4 000 00 Reinforced Bridge Approach Fills 1 EA $ 20,00000 $ 20 000 00 Unclassified Excavation 3200 CY $ 1200 $ 38 400 00 Borrow Excavation 26 000 CY $ 700 $ 182,00000 Pavement Removal 4 800 SY $ 3 50 $ 16,80000 Drainage New Location 049 MILE $ 40,00000 $ 19 600 00 Fine Grading 9 700 SY $ 300 $ 29 100 00 Pavement Widening_ 1,4001 SY $ 7000 $ 98,00000 New Pavement 5 200 SY $ 6000 $ 312 000 00 Pavement Resurfacing 1 800 SY $ 1200 $ 2160000. Sub rade Stabilization 6 800 SY $ 600 $ 40 800 00 Guardrail 2 150 LF $ 1500 $ 32 250 00 Type 350 4 EA $ 1 800 00 $ 7 200 00 Type 11I 41 EA $ 1130000 $ 5 200 00 Erosion Control 200 ACR $ 15 000 00 $ 300,00000 Signing 1 LS $ 10,00000 $ 10 000 00 Traffic Control 1 LS $ 15 000 00 $ 15,00000 Thermo and Markers 066 MILE $ 15,00000 $ 9194500 Structures New Structure 32 W x 1 150 L .36 800 SF $ 9000 $ 3 312 000 00 Bridge Approach Slabs 2 32 W x 25 L 1 600 SF $ 2500 $ 4010,0000 Remove Existing Structure 28 W x 1029 L 28,812 SF $ 1500 $ 4.)2 18000 Temporary Femporary Work Bridge .39 W x 1,150 L 44 850 SF $ 2300 $ 1 031 55000 Utility Construction No water or sewer Imes Misc & Mob 10% Strs &Util 1 LS $ 481,37500 Misc & Mob 35 %Roadwa 1 LS $ 411 000 00 Lgth 0 66 Miles Contr ict Cost E &C 15/ Construction Cost Note Utilities and Right of Way Costs are not included $ 6 882 000 00 $ 1,018,000 00 $ 7 900 000 00 North Carolina Department of Transportation Preliminary Estimate TIP No B -4722B Prel Route US 70 From Bridge No 33 over the North River Typical Section 2 12 Lanes 10 Shoulders (13 w /GR) 1 150 BRIDGE WIDEN FOR SPREAD Pried By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola PE 8/18/2011 County CARTERET CONSTR COST $8 700 000 Line Item Des Sec No Description Quantity Unit Price Amount Clearing and Grubbing 03 ACR $ 40,00000 $ 12,00000 Supplemental Clearing and Grubbing 1 ACR $ 4 000 00 $ 4100000 Reinforced Bridge Approach Fills 1 EA $ 22,00000 $ 22,00000 Unclassified Excavation 3200 CY $ 1200 $ 38 400 00 Borrow Excavation 26,000 CY $ 700 $ 182 000 00 Pavement Removal 4,800 SY 1 $ 3 50 $ 16,80000 Drainage New Location 066 MILE $ 40,00000 $ 26 400 00 Fine Grading 9 700 SY $ 300 $ 29,10000 Pavement Widening 1,400 SY $ 7000 $ 98,00000 New Pavement 5 200 SY $ 6000 $ 312 000 00 Pavement Resurfacing 1,800 SY I $ 1200 $ 21,60000 Sub grade Stabilization 6 800 SY $ 600 $ 40,80000 Guardrail 2 150 LF $ 1500 $ 32 250 00 Type 350 4 EA $ 1,80000 $ 7 200 00 Type III 4 EA $ 1,30000 $ 51200,00 Erosion Control 200 ACR $ 15,00000 $ 300,00000 Signing 1 LS $ 10,00000 $ 10 000 00 Traffic Control 1 LS $ 15,00000 $ 15 000 00 Thermo and Markers 0 661 MILE $ 15,00000 $ 9,94500 Structures New Structure 38 W x 1 150 L 43 700 SF $ 9000 $ 3 933 000 00 Bridge Approach Slabs 2 @ 38 W x 25 L 1,900 SF $ 2500 $ 47,50000 Remove Existing Structure 28 W x 1029 L 28 812 SF $ 1500 $ 432,18000 Temporary Work Bridge 39 W x 1 150 L 44 850 SF $ 2300 $ 1031,55000 Utility Construction No water or sewer Imes Misc & Mob 10% Strs &Util 1 LS $ 544,07500 Misc & Mob 35 %Roadway 11 LS $ 414 000 00 Lgth 0 66 Miles Contract Cost E &C 15/ Construction Cost Note Utilities and Right of Way Costs are not included $ 7 585 000 00 $ 1 115,000 00 $ 8 700 000 00 North Carolina Department of Transportation Preliminary Estimate TIP No B 4722B Prel Route US 70 Unit From Bridge No 33 over the North River Typical Section 2 12 Lanes 10 Shoulders (13 w /GR) 1 150 BRIDGE DRAINAGE SYSTEM Priced By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola PE 8/18/2011 County CARTERET CONSTR COST $8 200 000 Line Item Des Sec No Description Quantity Unit Price Amount Clearing and Grubbing 03 ACR $ 40 000 00 $ 12 000 00 Supplemental Clearing and Grubbing 1 ACR $ 4 000 00 $ 4 000 00 Reinforced Bridge Approach Fills 1 EA $ 20 000 00 $ 20 000 00 Unclassified Excavation 3200 CY $ 1200 $ 38 400 00 Borrow Excavation 26 000 CY $ 700 $ 182 000 00 Pavement Removal 4 800 SY $ 3 50 $ 16 800 00 Drainage (New Location) 045 MILE I $ 40 000 00 $ 18 000 00 Fine Grading 9 700 SY $ 3 00 $ 29 10000 Pavement Widening 1 400 SY $ 7000 $ 98 000 00 New Pavement 5200 SY $ 6000 $ 312 000 00 Pavement Resurfacing 1 800 SY $ 1200 $ 21 600 00 Sub grade Stabilization 6 800 SY $ 600 $ 40 800 00 Guardrail 2 150 LF $ 1500 $ 32 250 00 Type 350 4 EA $ 1 80000 $ 7 200 00 Type III 4 EA $ 1 300 00 $ 5 200 00 Erosion Control 200 ACR $ 15 000 00 $ 300 000 00 Si in 1 LS $ 10 000 00 $ 10 000 00 Traffic Control 1 LS $ 15 000 00 $ 15 000 00 Thermo and Markers 066 MILE $ 15 000 00 $ 9 945 00 Structures New Structure 32 W x 1 150 L) 36 800 SF $ 9000 $ 3 312 000 00 Bridge Approach Slabs 2 32 W x 25 L) 1 600 SF $ 2500 $ 40 000 00 Remove Existing Structure (28 W x 1029 L) 28 812 SF $ 1500 $ 432 18000 ,Temporary Work Bridge (39 W x 1 150 L) 44 850 SF $ 2300 $ 1 031 550 00 Drama e System on Structure 1 150 LF $ 17000 $ 195 50000 Utj-htv Construction No water or sewer lines M1SC & Mob (10/ Strs &Util) 11 LS I $ 501 475 00 Misc & Mob (35 /o Roadwa) 11 LS 1 $ 410 000 00 Lgth 0 66 Miles Contract Cost E &C 15/ Construction Cost Note Utilities and Right of Way Costs are not mcluded 7 095 000 00 1 105 000 00 8 200 000 00 -- - - - - - - - - �I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - I I 26 SEEQ2011"IS 0 1 \Im I I RR PO P I I I I I � I REVISIONS I - -- — \B 4722 Pl — 1"�.da=_ — 8/17/99 I I I I I 1 I i I 30 4 4 Vru,�l�y90 I I I I I / e I �I 1 6S /6 +/F ol5 id A 1 AF I I I I I I F - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I REVISIONS I \B 4722 P1 s I: AQ 8/17/99 I D MATCHLINE —L— STA 42 +50 00 SEE SHEET 4 I I � 11 Pliq - I I I 10 4- \1 F m � II I Ir � o mI m rl " I $n mm m I I r�mzw nr N Wv y0 Z Za � Z m Z NNlm DSO ~ O rz �S a na JACOB :� �= W r D�, -- � I � W I I I I I I I I i I I I I I I I I I I I 45 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 50 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NAD 8�l SR I t I I 55 I o z Sz ��E � a ' 8m n A i MATCHLINE —L— STA 55 +50 00 SEE SHEET b sro AZ n z Z � m o 0 � b I r y Zo z Z R4 II o , I _ I I I I I I i I I � I I I � I � R6 \P6EA2?1110 59 D l m \Im g' \B 4722 PI 13 dg 8/17/99 42 r I � ATCHLINE —L— STA 55 + 50 00 SEE SHEET 5 M m I I Am O I I I I I ins +9s ors I =n I I I I I it I I muu upyto \ I I I I o � I ' I I III I I ' I /0'8£ +89 v!S Id I A ' m I � I III II�NI II I I I � � I I�t I II g l lI I I I IIg1 I ' I€ IAm il I I I = I I ' ' r III I I I I I I I I iy GI I I IA II I I V� I I I 60 I Idly i "I I � I I m� III jll � I I I I � m III II i l i � ► ' I I i z tom' T I r A 0 r m N m m m m I I co 1z, I I I I� II I II III m � � ► � alI II II I\ \I I I\ ICI II i O O° O ► � I b1li II1I; / mm� IIr I aNO" 6I �a of � /1 i 1 I 2 E I I ? VWOiW�p� � � �7II o W �LnQ''�N I p I II m I 8 W O I 65 1 m F, s mmg " n —650F 0 mm z q m Nq�� SR mn s nz � AO v 0 gor 30 �_ S Z m W m �z o ° �G v ar as co z m AEI I0, 10 Air'' North Carolina Department of Transportation Prehmmary Estimate TIP No B 4722B r Prel Route US 70 From Bridge No 33 over the North River Typical Section 2 12 Lanes 10 Shoulders (13 w /GR) 1 750 BRIDGE DECK DRAINS Priced By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola PE 8/18/2011 County CARTERET CONSTR COST $11 300 000 Lure Item Des Sec No Description Quantity Unit Price Amount Clearing and Grubbing 07 ACR $ 40 000 00 $ 28 000 00 Supplemental Clearing and Grubbing 1 ACR $ 4 000 00 $ 4 000 00 Reinforced Bridge Approach Fills 1 EA $ 20 000 00 $ 20 000 00 Unclassified Excavation 1 000 CY $ 1500 $ 15 000 00 Borrow Excavation 36 200 CY $ 6 50 $ 235 30000 Causeway Removal 18 500 CY $ 1500 $ 277 500 00 Pavement Removal 5 900 SY $ 3 50 $ 20 650 00 Drainage (New Location 045 MILE $ 40 000 00 $ 18 000 00 Fine Grading 9 400 SY $ 3 00 $ 28 200 00 Pavement Widening 1 5001 SY $ 7000 $ 105 000 00 New Pavement 4 500 SY $ 6000 $ 270 000 00 Pavement Resurfacing 2000 SY $ 1200 $ 24 000 00 Sub grade Stabilization 6 300 SY $ 600 $ 37 800 00 Guardrail 2 100 LF $ 1500 $ 31 500 00 Type 350 41 EA $ 1 80000 $ 7 200 00 Type 11I 4 EA $ 1 300 00 $ 5 200 00 Erosion Control 220 ACR $ 15 000 00 $ 330 000 00 Signing 1 LS $ 10 000 00 $ 10 000 00 Traffic Control 1 LS $ 15 000 00 $ 15 000 00 Thermo and Markers 076 MILE $ 15 000 00 $ 11 400 00 Structures New Structure (32 W x 1 750 L) 56 000 SF $ 9000 $ 5 040 000 00 Bnd e Approach Slabs (2 @ 32 W x 25 L ) 1 600 SF $ 2500 $ 40 000 00 Remove Existing Structure (28 W x 1029 L) 28 812 SF $ 1500 $ 432 18000 ,Temporary Work Bridge 39 W x 1 750 L) 682501 SF $ 2300 $ 1 569 750 00 Utih Construction No water or sewer Imes Misc & Mob 10 / Strs &Util) 1 LS $ 708 320 00 Misc & Mob (35% Roadway) 1 LS $ 523 000 00 Lgth 0 66 Myles Contract Cost E &C 15/ Construction Cost Note Utilities and Right of Way Costs are not included $ 9 807 000 00 t i aoz nnn nn 11 300 UUU 00 North Carolina Department of Transportation Preliminary Estimate TIP No B 4722B Prel Route US 70 Umt From Bridge No 33 over the North River Typical Section 2 12 Lanes W Shoulders (13 w /GR) 1 750 BRIDGE WIDEN FOR SPREAD Priced By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola PE 8/18/2011 County CARTERET CONSTR COST $14 100 000 Line Item Des Sec No Description Quantity Umt Price Amount Clearing and Grubbing 07 ACR $ 40 000 00 $ 28 000 00 Supplemental Clearing and Grubbing 1 ACR $ 4 000 00 S 4 000 00 Reinforced Bridge Approach Fills 1 EA $ 24 000 00 $ 24 000 00 Unclassified Excavation 1 000 CY S 1500 $ 15 000 00 Borrow Excavation 36 200 CY S 650 $ 235 30000 Causeway Removal 18 500 CY $ 1500 $ 277 500 00 Pavement Removal 5 900 SY $ 3 50 $ 20 650 00 Drainage (New Location ) 076 MILE S 40 000 00 $ 30 400 00 Fine Grading 9 400 SY $ 3 00 $ 28 200 00 Pavement Widening 1 500 SY $ 7000 $ 105 000 00 New Pavement 4 500 SY S 6000 $ 270 000 00 Pavement Resurfacing 2000 SY $ 1200 $ 24 000 00 Sub grade Stabilization 6 300 SY S 600 $ 37 800 00 Guardrail 2 100 LF $ 1500 $ 31 500 00 jType350 4 EA $ 1 80000 $ 7 200 00 Type III 4 EA $ 1 300 00 $ 5 200 00 Erosion Control 220 ACR $ 15 000 00 $ 330 000 00 Signing 1 LS $ 10 000 00 $ 10 000 00 Traffic Control 1 LS $ 15 000 00 $ 15 000 00 Thermo and Markers 076 MILE $ 15 000 00 $ 11 400 00 Structures New Structure 46 4 x 1 750 L 80 500 SF $ 9000 $ 7 245 000 00 Bridge Approa a s (2 46 W x 25 L) 2 300 SF $ 2500 $ 57 500 00 Remove Existing Structure (28 W x 1029 L ) 28 812 SF $ 1500 $ 432 18000 Temporary Work Bride 39 W x 1 750 L) 68 250 SF $ 2300 $ 1 569 750 00 Utihtv Construction No water or sewer lines Misc & Mob (10 / Strs &Util ) 1 LS $ 930 420 00 Misc & Mob (35% Roadway) 1 LS $ 52900000, Lgth 0 66 Miles Contract Cost E &C 15/ Construction Cost Note Utilities and Right of Way Costs are not mcluded 12 274 000 00 1 826 000 00 14 100 000 00 North Carolina Department of 1 ransportation Preliminary Estimate TIP No B 4722B Prel Route US 70 From Bridge No 33 over the North River Typical Section 2 12 Lanes 10 Shoulders (13 w /GR) 1 750 BRIDGE DRAINAGE SYSTEM Priced By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola PE 8/18/2011 County CARTERET CONSTR. COST $11700000 Line Item Des Sec No Description Quantity Unit Price Amount Clearing and Grubbing 07 ACR $ 40 000 00 $ 28 000 00 Supp lemental Clearing and Grubbing 1 ACR $ 4 000 00 $ 4 000 00 Reinforced Bridge Approach Fills 1 EA $ 20 000 00 $ 20 000 00 Unclassified Excavation 1 000 CY $ 1500 $ 15 000 00 Borrow Excavation 36 200 CY $ 650 $ 235 300 00 Causeway Removal 18 500 CY $ 1500 $ 277 500 00 Pavement Removal 5 900 SY $ 3 50 $ 20 650 00 Drainage (New Location ) 0431 MILE $ 40 000 00 $ 1720000. Fine Grading 9 400 SY $ 300 $ 28 200 00 Pavement Widening 1 500 SY $ 7000 $ 105 000 00 New Pavement 4 500 SY $ 6000 $ 270 000 00 Pavement Resurfacing 2000 SY $ 1200 $ 24 000 00 Subgrade Stabilization 6300, SY $ 600 $ 37 800 00 Guardrail 2 100 LF $ 1500 $ 31 50000 Type 350 4 EA $ 1 80000 $ 7 200 00 Type III 4 EA $ 1 300 00 $ 5 200 00 Erosion Control 220 ACR $ 15 000 00 $ 330 000 00 Sigmng 1 LS $ 10 000 00 $ 10 000 00 Traffic Control 1 LS $ 15 000 00 $ 15 000 00 Thermo and Markers 076 MILE $ 15 000 00 $ 11 400 00 Structures New Structure 32 W x 1 750 L 56 000 SF $ 9000 $ 5 040 000 00 Bridge Approach Slabs (2 @ 32 W x 25 L) 1 600 SF $ 2500 $ 40 000 00 Remove Eyj sting Structure 28 W x 1029 L 28 812 SF $ 1500 $ 432 18000 Temporary Work Bridge 39 W x 1 750 L) 68 250 SF $ 23 00 $ 1 569 750 00 Drainage System on Structure 1750, LF $ 17000 $ 297 500 00 Utility Construction No water or sewer lines Misc & Mob (10/ Strs &Util) 1 LS $ 737 620 00 Misc & Mob 35°/ Roadway) 1 LS $ 52100000 Lgth 0 66 Mdes Contract Cost E &C 15/ Construction Cost Note Utilities and Right of Way Costs are not included $ 10 133 000 00 $ 1 567 000 00 $ 11 700 000 00 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I 1 I I REVISIONS 26 SEEA2�1111104 t D 1 f2 Po \lm g \8 4722 PI s_13.d— 8/17/99 I I I I I I I I I I MATCHLINE -L- STA 42 +50 00 SEE SHEET 4 I , I I I I I I I I I I I I I 1 i m r � m I I 45 I I I I , I I CJ I I i I w a I I n I I Z y I ti 0.4 nib I o i 0 I � I I I I I � m W � I I I , I D r-I I i I I 1n� I I I I I I I I � I I i I I I I I I I Ijj t I I � � � I I I , , I I I I I , I I I I I I 1 nmzm or i 11 °y oo �W za A _ J �mmnlza .o ,o rpa zmz yym z x�N , , I 1 I r NADp 5R L L z I I� I I I oo o iy I /oo I 55 m rn o Vf = MATCHLINE -L- STA 55 +50 00 SEE SHEET 6 mO� Nm I m b o Z x N z ao m z z I Z o 0 I 14 C = I I rl I I I � r I N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' I I I , I I ' I I I ' I I I I I I � I North Carolina Department of Transportation Preliminary Estimate TIP No B 4722B Prel Route US 70 From Bridge No 33 over the North River Typical Section 2 12 Lanes 10 Shoulders (13 w /GR) Price 1 350 BRIDGE DECK DRAINS Priced By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola PE 8/18/2011 County CARTERET CONSTR COST $9 000 000 Line Item Des Sec No Description Quantity Unit Price Amount Clearing and Grubbing 04 ACR $ 40 000 00 $ 16 000 00 Supplemental Clearing and Grubbing 1 ACR $ 4 000 00 $ 4 000 00 Reinforced Bridge Approach Fills 1 EA $ 20 000 00 $ 20 000 00 Unclassified Excavation 3 600 CY $ 1200 $ 43 200 00 Borrow Excavation 23 000 CY $ 700 $ 161 000 00 Causeway Removal 72001 CY $ 1500 $ 10800000. Pavement Removal 5200 SY $ 3 50 $ 18 200 00 Drainage (New Location) 046 MILE $ 40 000 00 $ 18 400 00 Fine Grading 9 600 SY $ 300 $ 28 800 00 Pavement Widening 1 5001 SY $ 7000 $ 105 000 00 New Pavement 4 800 SY $ 6000 $ 288 000 00 Pavement Resurfacing 1 600 SY $ 1200 $ 19 200 00 Sub grade Stabilization 6 500 SY $ 600 $ 3900000. Guardrail 2000 LF I $ 1500 $ 30 000 00 Type 350 4 EA I $ 1 800 00 $ 7 200 00 TvVe 111 4 EA I $ 1 300 00 $ 5 200 00 Erosion Control 200 ACR $ 15 000 00 $ 300 000 00 Signing 1 LS $ 10 000 00 $ 10 000 00 Traffic Control 1 LS $ 15 000 00 $ 15 000 00 Thermo and Markers 067 MILE $ 15 000 00 $ 10 050 00 Structures New Structure (32 W x 1 350 L) 43 200 SF $ 9000 $ 3 888 000 00 Bnd e Approach Slabs (2 32 W x 25 L ) 1 600 SF $ 2500 $ 40 000 00 Remove Existing Structure (28 W x 1029 L ) 28 812 SF $ 1500 $ 432 18000 Temporary Work Bnd e (39 W x 1 350 L 526501 SF $ 2300 $ 1 210 950 00 Utih Construction No water or sewer lines Misc & Mob 10% Strs &Util 1 LS $ 557 620 00 Misc & Mob (35 A Roadway) 1 LS $ 436_000 00 Lgth 0 67 Contract Cost E &C 15A Construction Cost Note Utilities and Right of Way Costs are not included zs 11 uvu uv T i i uo nnn nn $ 9 000 000 00 North Carolina Department of Transportation Preliminary Estimate TIP No B 4722B r Prel Route US 70 Unit From Bridge No 33 over the North River Typical Section 2 12 Lanes 10 Shoulders (13 w /GR) 1 350 BRIDGE WIDEN FOR SPREAD Priced By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola PE 8/18/2011 County CARTERET CONSTR COST $10 300 000 Line Item Des Sec No Description Quantity Unit Price Amount Clearing and Grubbing 04 ACR $ 40 000 00 $ 16 000 00 Supplemental Clearing and Grubbing 1 ACR $ 4 000 00 $ 4 000 00 Reinforced Bridge Approach Fills 1 EA $ 22 000 00 $ 22 000 00 Unclassified Excavation 3 600 CY $ 1200 $ 43 200 00 Borrow Excavation 23 000 CY $ 700 $ 161 000 00 Causeway Removal 7 200 CY $ 1500 $ 108 000 00 Pavement Removal 5 200 SY $ 3 50 $ 1820000 Drainage (New Location) 067 MILE $ 40 000 00 $ 26 800 00 Fine Grading 9 600 SY $ 300 $ 28 800 00 Pavement Widening 1 5001 SY $ 7000 $ 105 00000 New Pavement 4 800 SY $ 6000 $ 288 000 00 Pavement Resurfacing 1 600 SY $ 1200 $ 1920000. Sub rade Stabilization 6 500 SY $ 600 $ 39 000 00 Guardrail 2000 LF $ 1500 $ 30 000 00 Type 350 41 EA $ 1 80000 $ 7 200 00 Type III 41 EA $ 1 300 00 $ 5 200 00 Erosion Control 200 ACR $ 15 000 00 $ 300 000 00 Signing 1 LS $ 10 000 00 $ 10 000 00 Traffic Control 1 LS $ 15 000 00 $ 15 000 00 Thermo and Markers 067 MILE $ 15 000 00 $ 10 050 00 Structures New Structure 40 W x 1 350 L) 54 000 SF $ 9000 $ 4 860 000 00 Bridge Approach Slabs (2 @ 40 W x 25 L ) 2 0001 SF $ 2500 $ 50 000 00 Remove Existing Structure (28 W x 1029 L ) 28 812 SF $ 1500 $ 432 18000 Temporary Work Bridge (39 W x 1 350 L ) 52 650 SF $ 2300 $ 1 210 950 00 Utih Construchon No water or sewer lines Misc & Mob (10 / Strs &Util ) 1 LS $ 655 220 00 Misc & Mob (35% Roadwa) 1 LS $ 440 000 00 Lgth 0 67 Contract Cost E &C15°/ Construction Cost Note Utihhes and Right of Way Costs are not included $ 8 90D 000 00 $ 1 395 000 00 $ 10 300 000 00 North Carolina Department of Transportation Preliminary Estimate TIP No B 4722B Prel Route US 70 Unit From Bridge No 33 over the North River Typical Section 2 12 Lanes 10 Shoulders (13 w /GR) 1 350 BRIDGE DRAINAGE SYSTEM Priced By Nidal Albadawi PE 8/19/2011 Requested By Rick DeCola, PE 8/18/2011 County CARTERET CONSTR. COST $9 300 000 Line Item Des Sec No Descriphon Quantity Unit Price Amount Clearing and Grubbing 04 ACR $ 40 000 00 $ 16 000 00 Supplemental Clearing and Grubbing 1 ACR $ 4 000 00 $ 4 000 00 Reinforced Bridge Approach Fills 1 EA $ 20 000 00 $ 20 000 00 Unclassified Excavation 3 600 CY $ 1200 $ 43 200 00 Borrow Excavation 23 000 CY $ 700 $ 161 000 00 Causeway Removal 7200 CY $ 1500 $ 108 000 00 Pavement Removal 5200 SY $ 3 50 $ 18 200 00 Drainage New Location) 042 MILE $ 40 000 00 $ 16 800 00 Fine Grading 9 600 SY $ 300 $ 28 800 00 Pavement Widening 1 500 SY $ 7000 $ 105 000 00 New Pavement 4 800 SY $ 6000 $ 288 000 00 Pavement Resurfacing 1 600 SY $ 1200 $ 19 200 00 Subgrade Stabilization 6 500 SY $ 600 $ 39 000 00 Guardrail 2000 LF $ 1500 $ 30 000 00 Type 350 41 EA $ 1 80000 $ 7 200 00 Type III 4 EA $ 1 300 00 $ 5 200 00 Erosion Control 200 ACR I $ 15 000 00 $ 300 000 00 Signing 1 IS $ 10 000 00 $ 10 000 00 Traffic Control 1 LS $ 15 000 00 $ 15 000 00 Thermo and Markers 067 MILE $ 15 000 00 $ 10 050 00 Structures New Structure (32 W x 1 350 L) 43 200 SF $ 9000 $ 3 888 000 00 Bridge Approach Slabs 2 32 W x 25 L 1 600 SF $ 2500 $ 40 000 00 Remove Existing Structure 28 W x 1029 L) 28 812 SF $ 1500 $ 432 18000 Temporary Work Bridge (39 W x 13 50 L ) 52 650 SF $ 2300 $ 1 210 950 00 Drainage System on Structure 1 350 LF $ 17000 $ 229 500 00 Utihty Construction No water or sewer lines Misc & Mob (10 / Strs &Util) 1 LS $ 580 720 00 Misc & Mob (35/o Roadway 1 LS $ 436 000 00 Lgth 0 67 Contract Cost E &C 15/ Construction Cost Note Utilities and Right of Way Costs are not included $ 8 062 000 00 $ 1 238 000 00 $ 9 300 000 00 1 4 — — — — — — — — — — — — — — — I I ( I �I I I I I I I REVISIONS R6 PDEP 2P,p 0 35 p 1 \Im g \B 4722 Pl s...l ,sly_ — __ - - -- — — -- - -- 8/17/99 I Il p 11 u n` I I µ m i/ / 3a I I / I I I I P I I I I 1 I 00'6£ +IF CIS ld 1 I I >I I I I � I onl I 1 I i I al I P� ZA I / I I N II I I I µ I I 1 m l I I I I 35 {i �I•�III� I I DIS Od � 4 I/ I I I 1��1 ^ODD I IT i i 11 4 11 4 p to r I I I Vi IA I j I j I I11� I I ld I I mZ I I �I�JII I I I I -w Q m I � � Nlr�l l I I °D° M m0 I C� f -1 1 1 I 40 o° rn I n m ccn I �ym O SR 0 O '� S 2007 t, Z I T I O I T_ � O m 0 0 m MATCHLINE - - r o rn L STA 42 +50 00 SEE mZ'N Z i rn SHEET 5 1 p I m 1 Z . I 0 v Y z �c N ANI I� O 0 I I f I I —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I � I ' I I I I , I I I , I , I , i 1 REVISIONS I I i �6 \�SEPA2[�II 10 SS D l \fm g \6 4722 Pl s�3 dg� I i DE 8/17/99 I I MATCHLINE -L- STA 42 +50 00 SEE SHEET 4 I , I , I , I , I , I , I I , I m I � , I I I m I II I I I , I , I F— 45 I � I I I I I I I I I � I I I I � I I I I I I I � I i I I I I I I I I I o I I I I � I I \ I I k i I I I m I I I I I I I I I I � I m 50 I I I I I I I I I I o o I I I I I I I I I I I � I I I I I I I I i I I I I I c�mzm I I �rwN I zomz z W-8" za �o <J w mmtil z ,a�oz sO''^ I I rAa Doti _y II ( \ NAB 83' SR/`� g 7 \ 2007 55 � o 0 r so MATCHLINE -L- STA 55+5000 SEE SHEET b m Z m I � I z ro I 2 Cro~ y z m Zc� 1 0 I I I I � I U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I ,