• OKLAHOMA DEPARTMENT OF TRANSPORTATION


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    • Abstract: OKLAHOMA DEPARTMENT OF TRANSPORTATIONDATE : June 23, 2000 LNTCNCANOTICE TO CONTRACTORS -- July 27, 2000 LETTINGLNTCNCA-DNOTICE TO CONTRACTORS: SEALED PROPOSALS SENT BY REGISTERED MAIL WILL BE

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OKLAHOMA DEPARTMENT OF TRANSPORTATION
DATE : June 23, 2000 LNTCNCA
NOTICE TO CONTRACTORS -- July 27, 2000 LETTING
LNTCNCA-D
NOTICE TO CONTRACTORS: SEALED PROPOSALS SENT BY REGISTERED MAIL WILL BE
RECEIVED THROUGH THE ODOT REPRODUCTION BRANCH UNTIL 30 MINUTES PRIOR TO THE
SCHEDULED BID OPENING OR WILL BE RECEIVED AT THE OKLAHOMA DEPARTMENT OF
TRANSPORTATION COMMISSION ROOM IN THE THE OKLAHOMA DEPARTMENT OF TRANSPORTATION
BUILDING, 200 NORTHEAST 21ST STREET, OKLAHOMA CITY, OKLAHOMA 73105 FROM 30
MINUTES PRIOR TO THE SCHEDULED BID OPENING OF July 27, 2000 , TO BE
PUBLICALLY OPENED AT 10:30 A.M. FOR THE WORK LISTED BELOW.
NO PROPOSAL FOR CONSTRUCTION OR MAINTENANCE WORK OF THE DEPARTMENT WILL BE
ISSUED TO ANY CONTRACTOR AFTER 10:30 A.M. ON THE WORKING DAY PRECEDING OPENING
OF BIDS FOR ANY CONTRACT.
EACH SEPARATE PROPOSAL SHALL BE ACCOMPANIED BY A CERTIFIED OR CASHIER'S CHECK
OR BID BOND EQUAL TO 5% OF THE BID MADE PAYABLE TO THE STATE OF OKLAHOMA,
DEPARTMENT OF TRANSPORTATION, AS A PROPOSAL GUARANTY. PROPOSAL CHECKS WILL BE
HELD OR RETURNED BY THE DEPARTMENT AS PER SECTION 103.04 OF THE STATE
STANDARD SPECIFICATIONS.
THIS WORK WILL BE DONE UNDER THE OKLAHOMA DEPARTMENT OF TRANSPORTATION
COMMISSION'S APPLICABLE SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
THE MINIMUM WAGE TO BE PAID LABORERS AND MECHANICS EMPLOYED ON THIS PROJECT
WILL BE INCLUDED IN THE PROPOSAL.
PROPOSALS MUST BE PREPARED AS DIRECTED BY THE STATE STANDARD SPECIFICATIONS.
PLANS, FORMS OF PROPOSALS, CONTRACTS AND SPECIFICATIONS MAY BE EXAMINED AT THE
DIVISION HEADQUARTERS IN THE DIVISION THE WORK IS TO BE PERFORMED OR AT THE
OKLAHOMA DEPARTMENT OF TRANSPORTATION OFFICE ENGINEER'S DIVISION IN OKLAHOMA CITY,
OKLAHOMA.
PLANS AND PROPOSAL FORMS MAY BE ORDERED FROM JACK STEWART, DIVISION ENGINEER,
OKLAHOMA DEPARTMENT OF TRANSPORTATION BUILDING, 200 NORTHEAST 21ST STREET,
OKLAHOMA CITY, OKLAHOMA 73105. COST OF BIDDING DOCUMENTS ARE $23.07 PLUS $1.93
TAX (OKLAHOMA TAX IS 8.375%) FOR EACH BIDDING PROPOSAL. STATE STANDARD
SPECIFICATION 1988 EDITION (RED BOOK) AND 1991 SUPPLEMENT MAY BE PURCHASED FOR
$7.38 PLUS $.62 TAX. MAKE CHECKS PAYABLE TO OKLAHOMA DEPARTMENT OF TRANSPORATION
NO REFUNDS WILL BE MADE ON THE ABOVE COST. THE COST OF BIDDING DOCUMENT WILL BE
BORNE BY PROSPECTIVE BIDDER.
UPON AWARD OF CONTRACT TO A SUCCESSFUL BIDDER, THE CONTRACT WILL BE COMPLETELY
AND CORRECTLY EXECUTED BY THE CONTRACTOR AND RETURNED TO THE DEPARTMENT WITHIN
TEN (10) WORKING DAYS FROM THE DATE OF AWARD. THE DEPARTMENT WILL HAVE FOURTEEN
(14) WORKING DAYS FROM THE DATE OF AWARD TO COMPLETE ITS EXECUTION OF THE
CONTRACT.
THE OKLAHOMA DEPARTMENT OF TRANSPORTATION HEREBY NOTIFIES ALL BIDDERS THAT IT
WILL AFFIRMATIVELY INSURE THAT IN ANY CONTRACT ENTERED INTO PURSUANT TO THIS
ADVERTISEMENT, DISADVANTAGED BUSINESS ENTERPRISES WILL BE AFFORDED FULL
OPPORTUNITY TO SUBMIT BIDS IN RESPONSE TO THIS INVITATION AND WILL NOT BE
DISCRIMINATED AGAINST ON THE GROUNDS OF RACE, COLOR, SEX, RELIGION, NATIONAL
ORIGIN, OR DISABILITY IN CONSIDERATION FOR AN AWARD.
BIDDERS ARE HEREBY NOTIFIED THAT ALL BIDS ARE LIKELY TO BE REJECTED IF THE
LOWEST RESPONSIVE BID RECEIVED EXCEEDS THE ENGINEER'S ESTIMATE BY MORE THAN
SEVEN (7) PERCENT. IN THE EVENT ALL BIDS ARE REJECTED FOR THIS REASON, THIS
PROJECT MAY BE DEFERRED FOR READVERTISING FOR BIDS UNTIL A MORE COMPETITIVE
SITUATION EXISTS.
DESCRIPTION OF WORK AND LOCATION OF PROJECT:
OKLAHOMA DEPARTMENT OF TRANSPORTATION
DATE : June 23, 2000 LNTCNCA
NOTICE TO CONTRACTORS -- July 27, 2000 LETTING
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CALL PROPOSAL PLANS
ORDER FEDERAL/STATE PROJECT NUMBER JOB PIECE PRICE PRICE PAGE
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*** NO PROPOSALS IN LETTING FOR SPECIFIED PUBLICATION DATE ***
LNTCIQA FEDERAL PROJECT PAGE 1
CALL ORDER : 010 CONTRACT ID : 000305
LETTING DATE : July 27, 2000 PCN : 1832704
LETTING TIME : 10:30 A.M.
COUNTIES: BECKHAM PROJECTS : STPY-105A(46)TR
DBE/WBE GOALS: 0.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 2.68
RES. ENG.: 51CLI
CAL. DAYS: 30 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
TRAFFIC SIGNALS
TRAFFIC SIGNALS AT INTERSECTION OF I-40B/SH-6 IN ELK CITY
PROJ. LGTH.= 0.00 MILES
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ITEM NO. DESCRIPTION QUANTITY UNITS
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SECTION NO. 0001 Y031-FLASHING SIGNALS
641 2917 MOBILIZATION 1.000 LSUM
802(B) 8332 1" PVC SCH.40 PLASTIC CONDUIT BORED 110.000 LF
802(B) 8334 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED 220.000 LF
804(A) 2915 STRUCTURAL CONCRETE 1.750 CY
804(B) 2916 REINFORCING STEEL 135.000 LB
806(A) 8518 15' MTG.HT.H.L. PED. POLE(G.STL.) 5.000 EA
810(A) 3118 SERVICE POLE 3.000 EA
811 8044 1/C NO.10 ELECT.COND. 726.000 LF
827 8623 SOLID STATE FLASHER CONTROLLER(TYPE II) 3.000 EA
831 8303 1WAY1SEC.ADJ.SIG.HD.(CM)S-8 10.000 EA
850(A) 8110 SHEET ALUMINUM SIGNS 20.000 SF
855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 21,098.000 LF
859(A) 8006 PAVEMENT MRKNG.REMOVAL(TRAF.STRP) 10,000.000 LF
880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM
890(A) 8722 (PL)REMOVAL OF EXISTING SIGNS 1.000 LSUM
LNTCIQA STATE PROJECT PAGE 2
CALL ORDER : 020 CONTRACT ID : 000327
LETTING DATE : July 27, 2000 PCN : 1824404
LETTING TIME : 10:30 A.M.
COUNTIES: BRYAN PROJECTS : SAP-107C(42)
DBE/WBE GOALS: 0.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 0.00
RES. ENG.: 23MAD
CAL. DAYS: 30 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
SURFACE(ASPHALT)
BEGIN APPROX. 3.8 MILES EAST OF ROOSEVELT BRIDGE ON US-70
AT NEWBERRY CREEK, EXTEND NORTH
PROJ. LGTH.= 1.7 MILES
FLEX. ESALS= 1 MILLION
ASPH. GRADE= 70-28 OK
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ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 I000-ROADWAY
407 0250 TACK COAT 2,095.000 GAL
411(B) 6540 (SP)ASPHALT CONCRETE TYPE B(PG 70-28 OK) 1,900.000 TON
LNTCIQA FEDERAL PROJECT PAGE 3
CALL ORDER : 040 CONTRACT ID : 000307
LETTING DATE : July 27, 2000 PCN : 1740504
LETTING TIME : 10:30 A.M.
COUNTIES: CADDO PROJECTS : BRFY-108C(43)
DBE/WBE GOALS: 6.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 16.64
RES. ENG.: 73ANA
CAL. DAYS: 150 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
BRIDGE AND APPROACHES
BRIDGE OVER PUNJO CREEK 6.920 KM. NORTH OF JCT
SH-9/SH-146
PROJ. LGTH.= 1.010 KM.
FLEX. ESALS= 1.1 MILLION
ASPH. GRADE= 64-22 OK
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ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 X900-DETOUR STRUCTURE
509(B) M1328 CLASS A CONCRETE 10.300 M3
511(A) M1439 REINFORCING STEEL (GRADE 420) 300.000 KG
613(D) M0698 1800MM CORR. GALV. STEEL PIPE 75.000 M
619(D) M1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM
SECTION NO. 0002 I000-ROADWAY
201 M0102 CLEARING AND GRUBBING 1.000 LSUM
202(A) M0183 UNCLASSIFIED EXCAVATION 67,914.000 M3
202(C) M0184 UNCLASSIFIED BORROW 1,036.000 M3
205 M7174 (PL)TOPSOIL - LUMP SUM 1.000 LSUM
222 M2801 TEMPORARY BALE BARRIER 50.000 M
223 M2802 TEMPORARY SILT FENCE 500.000 M
226 M2805 TEMPORARY SEDIMENT REMOVAL 25.000 M3
227 M0100 TEMPORARY SILT DIKE 50.000 M
230(A) M2806 SOLID SLAB SODDING 15,450.000 M2
230(B) M2807 MULCH SODDING 19,800.000 M2
232(B) M2814 SEEDING METHOD B 11.190 HA
233(A) M2817 VEGETATIVE MULCHING 12.100 HA
234(A) M4406 FERTILIZING (0-46-0) 1.250 T
241 M2832 MOWING 7.360 HA
317(A) M4252 (SP)FLY ASH 480.000 T
317(B) M4254 SUBGRADE MODIFICATION 8,311.000 M2
403(A) M0217 TRAFFIC BOUND SURFACE COURSE TYPE A 164.000 T
407 M0250 TACK COAT 9,785.000 L
408 M5774 PRIME COAT 15,773.000 L
411(A) M6500 (SP)ASPHALT CONCRETE TYPE A(PG 64-22 OK) 6,013.000 T
411(B) M6530 (SP)ASPHALT CONCRETE TYPE B(PG 64-22 OK) 2,196.000 T
509(D) M0325 CLASS C CONCRETE 20.000 M3
611(E) M5329 INLET GPI TYPE 1 (DES. 3) 1.000 EA
611(E) M6000 INLET (SMD-TYPE 1) 1.000 EA
613(B) M0502 600MM R.C.PIPE CLASS IV 10.000 M
613(B) M0506 900MM R.C.PIPE CLASS IV 12.000 M
LNTCIQA FEDERAL PROJECT PAGE 4
SECTION NO. 0002 I000-ROADWAY
613(CC)M7196 TYPE A6 CULVERT END TREATMENT 2.000 EA
613(CC)M7197 TYPE B6 CULVERT END TREATMENT 8.000 EA
613(CC)M7202 TYPE BB6 CULVERT END TREATMENT 2.000 EA
613(D) M5205 510MM X 380MM CORR. GALV. ST. PIPE ARCH 30.100 M
613(D) M5214 680MM X 500MM CORR. GALV. ST. PIPE ARCH 56.000 M
613(D) M5721 600MM CORR. GALV. STEEL PIPE 137.200 M
613(P) M1091 150MM PERFORATED PIPE UNDERDRAIN ROUND 70.000 M
613(Q) M1096 150 MM NON-PERF.PIPE UNDERDRAIN RND. 25.000 M
613(R) M1100 PIPE UNDERDRAIN COVER MAT'L. 18.000 M3
613(S) M1180 TRENCH EXCAVATION 104.000 M3
613(T) M1181 STANDARD BEDDING MATERIAL 24.000 M3
619(B) M4728 REMOVAL OF ASPHALT PAVEMENT 7,326.000 M2
619(C) M0924 SAWING PAVEMENT 206.000 M
623(A) M0932 BEAM GUARD RAIL-W-BEAM-SINGLE 100.000 M
623(F) M4446 GUARD RAIL ANCHOR UNIT (TYPE A) 2.000 EA
624(C) M7180 FENCE-STYLE SWF (5 BARBED WIRE) 2,063.000 M
629(A) M4958 MAILBOX INSTALLATION-SINGLE 7.000 EA
629(C) M4960 MAILBOX 7.000 EA
629(D) M4961 REMOVAL OF MAILBOX INSTALLATION 7.000 EA
SECTION NO. 0003 X028-BRIDGE 'A'
202(A) M1301 UNCLASSIFIED EXCAVATION 84,540.000 M3
501(B) M1307 SUBSTRUCTURE EXCAVATION COMMON 780.000 M3
509(B) M1328 CLASS A CONCRETE 1,710.500 M3
511(A) M1439 REINFORCING STEEL (GRADE 420) 142,450.000 KG
601A-1 M1353 TYPE I-A PLAIN RIPRAP 8,640.000 T
619(D) M1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM
641 M1399 MOBILIZATION 1.000 LSUM
SECTION NO. 0004 Y008-TRAFFIC CONTROL
890 M7702 (PL)TRAFFIC ITEMS(TRAFFIC CONTROL) 1.000 LSUM
SECTION NO. 0005 Y002-SIGNING & STRIPING
855(A) M8815 TRAF.STR.(PLAST.)(THIN-LINE)(100MM WIDE) 4,389.000 M
LNTCIQA FEDERAL PROJECT PAGE 5
CALL ORDER : 050 CONTRACT ID : 000308
LETTING DATE : July 27, 2000 PCN : 1761804
LETTING TIME : 10:30 A.M.
COUNTIES: CARTER PROJECTS : BRO-110D(47)CO
DBE/WBE GOALS: 10.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 3.76
RES. ENG.: 71DUN
CAL. DAYS: 120 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
BRIDGE AND APPROACHES
COUNTY BRIDGE OVER CADDO CREEK, 7.564 KM. SOUTH AND 1.607 KM
WEST OF SH-7/SH-76 JCT.
PROJ. LGTH.= 0.399 KM.
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ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 E000-ROADWAY
201 M0102 CLEARING AND GRUBBING 1.000 LSUM
202(G) M0185 EARTHWORK 1.000 LSUM
223 M2802 TEMPORARY SILT FENCE 1,200.000 M
227 M0100 TEMPORARY SILT DIKE 100.000 M
230(A) M2806 SOLID SLAB SODDING 2,000.000 M2
230(B) M2807 MULCH SODDING 8,000.000 M2
233(A) M2817 VEGETATIVE MULCHING 2.100 HA
403(E) M0225 TRAFFIC BOUND SURFACE COURSE TYPE E 835.000 T
509(D) M0325 CLASS C CONCRETE 10.000 M3
SECTION NO. 0002 X081-BRIDGE "A"
501(B) M1307 SUBSTRUCTURE EXCAVATION COMMON 96.000 M3
501(D) M6353 UNCLASSIFIED BACKFILL 32.000 M3
503(A) M1312 PRESTRESSED CONCRETE BEAMS (TYPE III) 95.000 M
504(E) M1380 CONCRETE RAIL (TR1) 65.700 M
506(A) M1322 STRUCTURAL STEEL 614.000 KG
509(A) M1326 CLASS AA CONCRETE 43.800 M3
509(B) M0321 CLASS A CONCRETE 42.000 M3
511(A) M1332 REINFORCING STEEL 9,192.000 KG
514(A) M6011 PILES, FURNISHED (HP 250X62) 341.800 M
514(B) M6292 PILES, DRIVEN (HP 250X62) 341.800 M
601A-1 M1353 TYPE I-A PLAIN RIPRAP 480.000 T
601A-2 M1355 TYPE I-A FILTER BLANKET 113.000 T
619(D) M1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM
623(F) M6033 GUARD RAIL ANCHOR UNIT (TYPE II) 4.000 EA
641 M1399 MOBILIZATION 1.000 LSUM
880(J) M6145 (PL)CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM
SECTION NO. 0003 STAK-STAKING
642 M0098 STAKING 1.000 LSUM
LNTCIQA FEDERAL PROJECT PAGE 6
CALL ORDER : 060 CONTRACT ID : 000309
LETTING DATE : July 27, 2000 PCN : 1830804
LETTING TIME : 10:30 A.M.
COUNTIES: CHEROKEE PROJECTS : STPY-111B(37)TR
DBE/WBE GOALS: 0.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 3.22
RES. ENG.: 11MUS
CAL. DAYS: 30 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
TRAFFIC SIGNALS
SIGNALS AT INTERSECTION OF SH-82 AND ALLEN ROAD IN TAHLEQUAH
PROJ. LGTH.= 0.00 MILES
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ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 YO32-TRAFFIC SIGNALS
641 2917 MOBILIZATION 1.000 LSUM
802(B) 8054 3" PVC SCH.40 PLASTIC CONDUIT BORED 285.000 LF
802(B) 8058 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 60.000 LF
802(B) 8059 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED 40.000 LF
802(B) 8265 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED 110.000 LF
802(B) 8266 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCH 1,240.000 LF
802(B) 8332 1" PVC SCH.40 PLASTIC CONDUIT BORED 155.000 LF
803 8065 PULL BOX(SIZE I) 3.000 EA
803 8066 PULL BOX(SIZE II) 1.000 EA
803 8067 PULL BOX(SIZE III) 6.000 EA
804 2915 STRUCTURAL CONCRETE 11.400 CY
804 2916 REINFORCING STEEL 1,746.300 LB
806(A) 8150 POLE & 35'T.S.MST.ARM(G.STL.) 1.000 EA
806(A) 8324 32' MH POLE 45' TS&15' LMA(G.STL.) 1.000 EA
806(A) 8325 32' MH POLE 40' TS&15' LMA(G.STL.) 1.000 EA
806(A) 8334 32' MH POLE 35' TS&15' LMA(G.STL.) 1.000 EA
809(A) 8097 ROADWAY LUMINAIRE(250 WATT HPS) 3.000 EA
811 8107 1/C NO.10 ELECT.COND. 1,400.000 LF
811 8109 1/C NO.6 ELECT.COND. 200.000 LF
825 3009 TRAF.VEH.ACT.SOL.ST.SIG.CON.ASM 1.000 EA
828(A) 3012 SOL.STE.DIGITAL IND.VEH.LP.DET. 12.000 EA
828(B) 8494 LOOP DETECTOR WIRE 4,350.000 LF
831 8170 1WAY3SEC.ADJ.SIG.HD.(MAM)S-6 8.000 EA
831 8171 1WAY3SEC.ADJ.SIG.HD.(MAM)S-9 4.000 EA
833 3038 5" BACKPLATE(12" HDS)(B-2) 12.000 EA
834(A) 8207 5/C TRAF.SIG.EL.CABLE 610.000 LF
834(A) 8209 9/C TRAF.SIG.EL.CABLE 530.000 LF
834(B) 8214 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE 2,700.000 LF
850(A) 8215 SHEET ALUMINUM SIGNS 18.000 SF
850(C) 8525 MAST ARM MOUNTED SIGNS(ALUM.) 61.500 SF
851 8642 (PL)2 1/4" SQUARE TUBE POST 26.000 LF
855(A) 3318 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 1,700.000 LF
855(B) 3320 TRAFFIC STRIPE(PLASTIC)(ARROWS) 8.000 EA
855(C) 3321 TRAFFIC STRIPE(PLASTIC)(WORDS) 4.000 EA
859(A) 8006 PAVEMENT MRKNG.REMOVAL(TRAF.STRP) 1,000.000 LF
859(B) 8007 PAVEMENT MARKING REMOVAL(ARROWS) 4.000 EA
LNTCIQA FEDERAL PROJECT PAGE 7
SECTION NO. 0001 YO32-TRAFFIC SIGNALS
859(C) 8008 PAVEMENT MARKING REMOVAL(WORDS) 2.000 EA
960.16 8140 (PL)CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM
960.18 8142 (PL)REMOVAL OF EXISTING SIGNS 2.000 LSUM
SECTION NO. 0002 STAK-STAKING
642 0098 STAKING 1.000 LSUM
LNTCIQA FEDERAL PROJECT PAGE 8
CALL ORDER : 080 CONTRACT ID : 000310
LETTING DATE : July 27, 2000 PCN : 1705304
LETTING TIME : 10:30 A.M.
COUNTIES: CLEVELAND PROJECTS : STP-114C(16)AG
DBE/WBE GOALS: 0.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 10.20
RES. ENG.: 32PUR
CAL. DAYS: 150 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
INTERSECTION MODIFICATION AND TRAFFIC SIGNAL
INTERSECTION OF ROCK CREEK ROAD AND STUBBEMAN IN NORMAN
PROJ. LGTH.= 0.415 KM.
FLEX. ESALS=11.6 MILLION
ASPH. GRADE= 64-22 OK
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ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 J000-ROADWAY
201 M0102 CLEARING AND GRUBBING 1.000 LSUM
202(C) M0183 UNCLASSIFIED EXCAVATION 3,705.000 M3
205 M7174 (PL)TOPSOIL - LUMP SUM 1.000 LSUM
223 M2802 TEMPORARY SILT FENCE 500.000 M
227 M0100 TEMPORARY SILT DIKE 100.000 M
230(A) M2806 SOLID SLAB SODDING 3,616.000 M2
232(D) M2816 WATERING 651.000 KL
233(A) M2817 VEGETATIVE MULCHING 0.360 HA
234(A) M2824 FERTILIZING (10-20-10) 0.400 T
307(A) M4233 LIME 131.900 T
307(B) M4234 150MM LIME TREATED SUBGRADE 6,431.000 M2
403(E) M0225 TRAFFIC BOUND SURFACE COURSE TYPE E 100.000 T
407 M0250 TACK COAT 1,461.000 L
408 M5774 PRIME COAT 5,323.300 L
411(A) M6500 (SP)ASPHALT CONCRETE TYPE A(PG 64-22 OK) 1,800.000 T
411(B) M6530 (SP)ASPHALT CONCRETE TYPE B(PG 64-22 OK) 56.400 T
414(AA)M5753 200MM P.C. DOWEL JOINTED CONCRETE PAV 5,922.000 M2
417 M4267 COLD MILLING BITUMINOUS PAVEMENT 274.000 M2
509(E) M0325 CLASS "C" CONC. 10.000 M3
609(A) M0380 CONC.CURB(200MM BARRIER-INTEGRAL) 987.000 M
610(A) M0602 100MM CONCRETE SIDEWALK 331.000 M2
610(B) M0399 150 MM CONCRETE DRIVEWAY (H.E.S.) 202.000 M2
611(A) M2657 MANHOLE (1200MM DIA.) 3.000 EA
611(B) M2680 ADD'L.DEPTH IN MANHOLE (1200MM DIA.) 0.550 M
611(D) M4215 MANHOLE FRAME & COVER 3.000 EA
611(E) M5316 INLET CICI DES. 2 (B) 4.000 EA
611(F) M5363 INLET CICI DES. 2 (B, ADD'L DEPTH) 0.254 M
611(K) M4488 CAST IRON CURB INLETS 16.000 EA
613(B) M0491 450MM R.C.PIPE CLASS III 273.500 M
613(C) M4373 SP. END SECTION OF 450MM RCP ROUND 1.000 EA
613(S) M1180 TRENCH EXCAVATION 303.000 M3
613(T) M1181 STANDARD BEDDING MATERIAL 134.000 M3
619(A) M0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM
619(B) M4727 REMOVAL OF CONCRETE PAVEMENT 595.000 M2
LNTCIQA FEDERAL PROJECT PAGE 9
SECTION NO. 0001 J000-ROADWAY
619(B) M4728 REMOVAL OF ASPHALT PAVEMENT 2,154.000 M2
619(B) M4766 REMOVAL OF CONCRETE DRIVEWAY 313.000 M2
619(B) M4792 REMOVAL OF SIDEWALK 174.000 M2
619(C) M0924 SAWING PAVEMENT 1,235.000 M
640 M1398 FIELD OFFICE 1.000 EA
641 M1552 MOBILIZATION 1.000 LSUM
SECTION NO. 0002 Y031-TRAFFIC
802(A) M8304 25MM G.STL.ELECT.COND.TR. 73.000 M
802(A) M8308 32MM G.STL.ELECT.COND.TR. 229.000 M
802(A) M8314 50MM G.STL.ELECT.COND.TR. 13.000 M
802(A) M8318 75MM G.STL.ELECT.COND.P.OR B. 51.000 M
802(A) M8320 75MM G.STL.ELECT.COND.TR. 59.000 M
803 M8065 PULL BOX(SIZE I) 3.000 EA
803 M8066 PULL BOX(SIZE II) 1.000 EA
803 M8067 PULL BOX(SIZE III) 5.000 EA
804 M2915 STRUCTURAL CONCRETE 7.450 M3
804 M2916 REINFORCING STEEL 636.300 KG
806(A) M8794 9.7M MHP 12.2M TS & 3.7M LMA(G.STL.) 1.000 EA
806(A) M8820 9.7M MHP 15.2M TS & 4.6M LMA(G.STL.) 2.000 EA
806(B) M8896 3.7M MTG.HT.TS PED.POLE(G.STL.) 1.000 EA
809(A) M8204 ROADWAY LUMINAIRE(250 WATT HPS) 3.000 EA
811 M8040 1/C NO.6 ELECT.COND. 110.000 M
811 M8044 1/C NO.10 ELECT.COND. 343.000 M
825 M8550 VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM 1.000 EA
828(A) M8135 SOL.STE.DIGITAL IND.VEH.LP.DET. 15.000 EA
828(B) M8138 LOOP DETECTOR WIRE 1,332.000 M
830 M8000 PEDESTRIAN PUSH BUTTON 4.000 EA
831 M8239 1WAY3SEC.ADJ.SIG.HD.(MAM)S-6 7.000 EA
831 M8290 1WAY5SEC.ADJ.SIG.HD.(MAM)S-19 2.000 EA
831 M8296 1WAY2SEC.ADJ.PED.SIG.HD.(CM)S-20 4.000 EA
833 M3038 127MM BACKPLATE(300MM HDS)(B-2) 9.000 EA
834(A) M8207 5/C TRAF.SIG.EL.CABLE 254.000 M
834(A) M8208 7/C TRAF.SIG.EL.CABLE 156.000 M
834(B) M8220 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE 948.000 M
840(A) M8592 (PL)E.P.S. OPTICAL EMITTER 1.000 EA
840(B) M8593 (PL)E.P.S. OPTICAL DETECTOR 3.000 EA
840(C) M8594 (PL)E.P.S. OPTICAL DETECTOR CABLE 165.000 M
840(D) M8595 (PL)E.P.S. 2 CHANNEL PHASE SELECTOR 2.000 EA
850(A) M8215 SHEET ALUMINUM SIGNS 2.960 M2
850(C) M8525 MAST ARM MOUNTED SIGNS (ALUM.) 8.000 M2
851(B) M3216 [email protected] GALV.STL.PIPE POST 17.550 M
855(A) M8812 TRAFFIC STRIPE(PLASTIC)(100MM WIDE) 3,165.800 M
855(B) M8818 TRAFFIC STRIPE(PLASTIC)(ARROWS) 10.000 EA
855(B) M8821 TRAFFIC STRIPE(PLASTIC)(WORDS) 6.000 EA
856(A) M8839 CONSTR.TRAFF.STR.(PAINT)(100MM WIDE) 1,100.000 M
856(C) M8851 REM.PAVEMENT MARKING TAPE(100MM WIDE) 1,500.000 M
856(G) M8887 (PL)CONST.ZONE PAV.MKRS(FLEX TAB)TYP.2-1 760.000 EA
857(A) M8947 PAVE.MARKERS CLASS C TYPE 2-C 33.000 EA
857(A) M8950 PAVE.MARKERS CLASS C TYPE 2-D 134.000 EA
859(A) M8006 PAVEMENT MRKNG.REMOVAL(TRAF.STRP) 800.000 M
880(B) M8818 CONSTRUCTION SIGNS 0 TO 0.59 M2 4,800.000 SD
880(B) M8821 CONSTRUCTION SIGNS 0.60 M2 TO 1.47 M2 3,200.000 SD
LNTCIQA FEDERAL PROJECT PAGE 10
SECTION NO. 0002 Y031-TRAFFIC
880(B) M8824 CONSTRUCTION SIGNS 1.48 M2 TO 3.06 M2 3,200.000 SD
880(C) M8836 BARRICADES(TYPE II) 960.000 SD
880(C) M8842 BARRICEDES(TYPE III) 1,600.000 SD
880(C) M8848 WING BARRICADES 1,280.000 SD
880(D) M8854 VERTICAL PANELS 15,360.000 SD
880(E) M8860 WARNING LIGHTS(TYPE A) 7,360.000 SD
880(E) M8872 WARNING LIGHTS(TYPE C) 14,080.000 SD
880(F) M8878 DRUMS 6,400.000 SD
890(A) M8724 (PL)REMOVAL OF EXISTING SIGNS 13.000 EA
890(A) M8726 (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT 1.000 LSUM
SECTION NO. 0003 STAK-STAKING
642 M0098 STAKING 1.000 LSUM
SECTION NO. 0004 Y060-NON-PARTICIPATING
612(G) M0647 VALVE BOXES ADJUST TO GRADE 4.000 EA
612(H) M0648 METER BOXES ADJUST TO GRADE 1.000 EA
LNTCIQA FEDERAL PROJECT PAGE 11
CALL ORDER : 110 CONTRACT ID : 000311
LETTING DATE : July 27, 2000 PCN : 1748404
LETTING TIME : 10:30 A.M.
COUNTIES: COAL PROJECTS : STP-115C(10)CO
DBE/WBE GOALS: 5.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 4.83
RES. ENG.: 31ADA
CAL. DAYS: 30 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
RESURFACE(ASPHALT)
COUNTY ROAD(NS-382): BEGIN APPROX. 2.84 KM NORTH AND
0.48 KM EAST OF COALGATE AND EXTEND NORTH TO EW-167.
PROJ. LGTH.= 3.22 KM
ASPH GRADE = 64-22 OK
FLEX ESALS = .66 MILLION
--------------------------------------------------------------------------------
ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 I000-ROADWAY
202(C) M0183 UNCLASSIFIED EXCAVATION 500.000 M3
202(C) M0184 UNCLASSIFIED BORROW 522.000 M3
230(A) M2806 SOLID SLAB SODDING 6,440.000 M2
317(A) M4252 (SP)FLY ASH 1,261.000 T
317(B) M4254 SUBGRADE MODIFICATION 21,746.000 M2
403(E) M0225 TRAFFIC BOUND SURFACE COURSE TYPE E 3,051.000 T
408 M5774 PRIME COAT 24,231.000 L
411(BH)M6680 (SP)ASPHALT CONCRETE TYPE BH(PG 64-22 OK 4,595.000 T
641 M1552 MOBILIZATION 1.000 LSUM
853(F) M3315 DELINEATORS TYPE 2 CODE 3 10.000 EA
855(A) M8812 TRAFFIC STRIPE(PLASTIC)(100MM WIDE) 12,880.000 M
880(J) M6145 (PL)CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM
SECTION NO. 0002 STAK-STAKING
642 M0098 STAKING 1.000 LSUM
LNTCIQA FEDERAL PROJECT PAGE 12
CALL ORDER : 120 CONTRACT ID : 000312
LETTING DATE : July 27, 2000 PCN : 1736404
LETTING TIME : 10:30 A.M.
COUNTIES: COTTON PROJECTS : BRO-117D(10)CO
DBE/WBE GOALS: 10.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 3.76
RES. ENG.: 71DUN
CAL. DAYS: 120 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
BRIDGE AND APPROACHES
COUNTY BRIDGE OVER SNAKE CREEK 3.219 KM. WEST AND 5.633 KM.
NORTH OF JCT. SH-53/SH-5 IN WALTERS
PROJ. LGTH.= 0.369 KM.
FLEX. ESALS= 0.4 MILLION
ASPH. GRADE= 64-22 OK
--------------------------------------------------------------------------------
ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 I000-ROADWAY
201 M0102 CLEARING AND GRUBBING 1.000 LSUM
202(G) M0185 EARTHWORK 1.000 LSUM
223 M2802 TEMPORARY SILT FENCE 750.000 M
227 M0100 (PL)TEMPORARY SILT DIKE 200.000 M
230(A) M2806 SOLID SLAB SODDING 1,050.000 M2
230(B) M2807 MULCH SODDING 10,500.000 M2
233(A) M2817 VEGETATIVE MULCHING 2.400 HA
403(E) M0225 TRAFFIC BOUND SURFACE COURSE TYPE E 215.000 T
411(A) M6500 (SP)ASPHALT CONCRETE TYPE A(PG 64-22 OK) 602.000 T
411(B) M6530 (SP)ASPHALT CONCRETE TYPE B(PG 64-22 OK) 295.000 T
509(D) M0325 CLASS C CONCRETE 54.000 M3
613(D) M0693 1050MM CORR. GALV. STEEL PIPE 20.000 M
854(A) M8800 TRAFFIC STRIPE(PAINT)(100MM WIDE) 1,480.000 M
SECTION NO. 0002 X081-BRIDGE 'A'
501(B) M1307 SUBSTRUCTURE EXCAVATION COMMON 90.000 M3
501(D) M6353 UNCLASSIFIED BACKFILL 32.000 M3
503(A) M1312 PRESTRESSED CONCRETE BEAMS (TYPE III) 95.000 M
504(E) M1380 CONCRETE RAIL (TR1) 63.900 M
506(A) M1322 STRUCTURAL STEEL 614.000 KG
509(A) M1326 CLASS AA CONCRETE 43.700 M3
509(E) M1332 CLASS S CONCRETE 41.400 M3
511(A) M1332 REINFORCING STEEL 9,086.000 KG
514(A) M6011 PILES, FURNISHED (HP 250X62) 239.580 M
514(B) M6292 PILES, DRIVEN (HP 250X62) 239.580 M
601A-1 M1353 TYPE I-A PLAIN RIPRAP 990.000 T
601A-2 M1355 TYPE I-A FILTER BLANKET 260.000 T
619(D) M1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM
623(F) M6033 GUARD RAIL ANCHOR UNIT (TYPE II) 4.000 EA
641 M1399 MOBILIZATION 1.000 LSUM
880(J) M6145 (PL)CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM
SECTION NO. 0003 STAK-STAKING
LNTCIQA FEDERAL PROJECT PAGE 13
642 M0098 STAKING 1.000 LSUM
LNTCIQA STATE PROJECT PAGE 14
CALL ORDER : 131 CONTRACT ID : 000342
LETTING DATE : July 27, 2000 PCN : 1841304
LETTING TIME : 10:30 A.M.
COUNTIES: CUSTER PROJECTS : SAP-120N(40)
DBE/WBE GOALS: 0.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 2.15
RES. ENG.: 51CLI
CAL. DAYS: 30 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
BRIDGE REPAIR
BRIDGE OVER I-40 AT AIRPORT ROAD 4.3 MILES EAST OF SH-54
IN WEATHERFORD
PROJ. LGTH.= 0.00 MILES
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ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 X231-BRIDGE 'A'
502(A) 6173 ENGINEERED FALSEWORK 1.000 LSUM
502(B) 6174 FALSEWORK ENGINEERING SERVICES 1.000 LSUM
540 4500 (PL)REPAIR BRIDGE ITEMS 1.000 LSUM
641 1399 MOBILIZATION 1.000 LSUM
890 7702 (PL)TRAFFIC ITEMS(TRAFFIC CONTROL) 1.000 LSUM
LNTCIQA STATE PROJECT PAGE 15
CALL ORDER : 150 CONTRACT ID : 000331
LETTING DATE : July 27, 2000 PCN : 1830004
LETTING TIME : 10:30 A.M.
COUNTIES: HUGHES PROJECTS : SAP-132C(34)
DBE/WBE GOALS: 0.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 2.15
RES. ENG.: 33WEW
CAL. DAYS: 45 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
BRIDGE REPAIR
OVERFLOW BRIDGE OVER LITTLE WEWOKA CREEK 8.5 MILES EAST
OF SEMINOLE COUNTY LINE ON SH-9
PROJ. LGTH.= 0.00 MILES
--------------------------------------------------------------------------------
ITEM NO. DESCRIPTION QUANTITY UNITS
--------------------------------------------------------------------------------
SECTION NO. 0001 X031-BRIDGE 'A'
512(A) 1323 PAINTING EXISTING STRUCTURES 1.000 LSUM
512(B) 6303 COLLECTION & HANDLING OF WASTE 1.000 LSUM
540 4505 (PL)REPAIR BRIDGE ITEMS 44.000 EA
641 1399 MOBILIZATION 1.000 LSUM
890 7702 (PL)TRAFFIC ITEMS(TRAFFIC CONTROL) 1.000 LSUM
LNTCIQA FEDERAL PROJECT PAGE 16
CALL ORDER : 160 CONTRACT ID : 000313
LETTING DATE : July 27, 2000 PCN : 1677504
LETTING TIME : 10:30 A.M.
COUNTIES: JACKSON PROJECTS : STPY-133E(14)EH
DBE/WBE GOALS: 0.00
GUARANTY : 5% OF BID TOTAL
PLAN PRICE: $ 10.20
RES. ENG.: 52ALT
CAL. DAYS: 210 LIQ. DAM: $ 500
CONTRACT DESCRIPTION:
ENHANCEMENT
STREETSCAPE ENHANCEMENT IN THE CITY OF ALTUS.
PROJ. LGTH.= 1.28 MI.
************************************************************
* *
* PREQUALIFICATION FOR THIS PROJECT WILL BE WAIVED *
* *
************************************************************
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ITEM NO. DESCRIPTION QUANTITY UNITS
-------------------------------------


Use: 0.5549