Addendum No. 2.pdf
PDF 713 KB Posted
- Solicitation number
- 51st Street Roadway Improvements
- Issued by
- Kern County, California
About this file
This is a Solicitation Addendum No. 2, issued on April 13, 2026, by Tulsa County for the 51st Street Roadway Improvements project. The addendum modifies the bidding documents to incorporate specification clarifications and updates to the original bid form, which did not initially list Owner Allowances. The project encompasses comprehensive roadway improvements across three sections: the roundabout at 51st Street and 193rd East Avenue, the roadway segment from 177th East Avenue to 193rd East Avenue, and utility work including waterline installations for the City of Broken Arrow and City of Tulsa, as well as sanitary sewer work for the City of Tulsa. The bid form includes extensive line-item quantities for construction activities such as clearing and grubbing, excavation, asphalt paving (Superpave Type S3 and S4), concrete work, drainage infrastructure, traffic control, pavement markings, and landscaping. Bidders must acknowledge receipt of this addendum prior to the bid response due date, either with their bid submission or separately via mail, in-person delivery, or email to the Tulsa County Procurement Director at Matney.Ellis@tulsacounty.org.
The revised bid form establishes Owner Allowances totaling $100,000 for the roundabout section, $100,000 for the 51st Street roadway segment, $10,000 for the City of Broken Arrow waterline work, and $10,000 for the City of Tulsa waterline work, with an additional $10,000 allowance for the sanitary sewer section. All unit costs in the bid form are listed at $0.00, requiring bidders to complete pricing. Suppliers who have already submitted bid responses and cannot deliver acknowledgement before the deadline may submit email acknowledgement separately. The addendum references the Tulsa County Procurement General Terms and Conditions Section B.5 for information on the bid change or withdrawal process, and failure to acknowledge the addendum may result in bid rejection.
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| File | Type | Posted |
|---|---|---|
| Addendum No. 1.pdf | ||
| Bid Notice-DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant.pdf |
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Solicitation Addendum - Page 1 of 2
Solicitation Addendum
Solicitation Name: 51st Street Roadway Improvements Addendum Number: Addendum No. 2
Date of Addendum Issuance: April 13, 2026
This document shall serve as official notice that an addendum has been issued for the solicitation identified above.
Suppliers submitting bids shall acknowledge receipt of this addendum prior to the bid response due date and time specified in the solicitation notice. Addendum acknowledgement may be submitted with the bid or may be forwarded separately. If forwarded separately, amendment acknowledgement must contain the solicitation name and response due date and time on the front of the envelope (as shown in the Tulsa County Procurement – General Terms & Conditions, Section B.3.2.). Failure to acknowledge this solicitation addendum may be grounds for rejection.
Note: In the event the supplier has already submitted a bid response to Tulsa County for the above referenced solicitation and cannot deliver this acknowledgement via mail or in person before the deadline, this acknowledgement may be submitted separately via email to the Tulsa County Procurement Director (Matney.Ellis@tulsacounty.org).
Email must be received prior to the bid response due date and time specified in the solicitation notice.
Note: This addendum includes a Revised Bid Form. In the event the supplier has already submitted a bid response to Tulsa County for the above referenced solicitation, please refer to the Tulsa County Procurement – General Terms & Conditions included in the original solicitation, Section B.5., for information on the Bid Change or Withdrawal process
DESCRIPTION OF ADDENDUM:
A. This addendum forms a part of the contract documents on the above referenced project and modifies the bidding documents to incorporate the following:
Solicitation Condition Modifications and/or Specification Clarifications:
Please note the following Bid Form changes:
1. The original bid form did not list Owner Allowances. This has been corrected, and an updated bid form reflecting the allowance amounts has been posted to the Vendor Portal. Bidders shall use the revised bid form when submitting their bids.
Attachments:
1. Copy of updated bid form.
B. All other terms and conditions remain unchanged.
(End of Addendum)
ACKNOWLEDGED BY:
Supplier Company Name (PRINT) Date
Solicitation Addendum - Page 2 of 2
Authorized Representative Name (PRINT) Title
Authorized Representative Signature
ITEM DESCRIPTION UNIT QTY UNIT COST COST
201(A) CLEARING AND GRUBBING L. SUM 1 $0.00
202(A) UNCLASSIFIED EXCAVATION C.Y. 4,551 $0.00
202(D) UNCLASSIFIED BORROW C.Y. 3,583 $0.00
205(A) TYPE A-SALVAGED TOPSOIL L. SUM 1 $0.00
220 SWMP DOCUMENTATION AND MANAGEMENT L. SUM 1 $0.00
221(B) TEMPORARY SILT FENCE L.F. 1,823 $0.00
221(E) TEMPORARY SILT DIKE L.F. 110 $0.00
221(G) TEMPORARY FIBER LOG L.F. 200 $0.00
230(A) SOLID SLAB SODDING S.Y. 27,288 $0.00
233(A) VEGETATIVE MULCHING AC. 5.64 $0.00
303(A) AGGREGATE BASE TYPE A C.Y. 4,667 $0.00
310(B) SUBGRADE, METHOD B S.Y. 15,253 $0.00
325 SEPARATOR FABRIC S.Y. 17,721 $0.00
402(E) TRAFFIC BOUND SURFACE COURSE TYPE E TON 357 $0.00
409(A) FABRIC REINFORCEMENT S.Y. 646 $0.00
411(B) SUPERPAVE, TYPE S3 (PG 64-22 OK) TON 3,221 $0.00
411(B) SUPERPAVE, TYPE S3 (PG 70-28 OK) TON 2,366 $0.00
411(C) SUPERPAVE, TYPE S4 (PG 70-28 OK) TON 1,950 $0.00
412 COLD MILLING PAVEMENT S.Y. 779 $0.00
501(A) STRUCTURAL EXCAVATION UNCLASSIFIED C.Y. 197 $0.00
508 PRECAST REINFORCED CONCRETE BOX (10'x3') L.F. 48 $0.00
509(A) CLASS AA CONCRETE C.Y. 190 $0.00
509(C) CLASS A CONCRETE, SMALL STRUCTURES C.Y. 23 $0.00
509(D) CLASS C CONCRETE C.Y. 10 $0.00
511(A) REINFORCING STEEL LB. 37,470 $0.00
609(B) 2'-2" COMB. CURB & GUTTER (4" MNTBLE) L.F. 368 $0.00
609(B) 2'-2" COMB. CURB & GUTTER (8" BARRIER) L.F. 3,132 $0.00
610(A) 4" CONCRETE SIDEWALK S.Y. 1,092 $0.00
610(B) 6" CONCRETE DRIVEWAY S.Y. 151 $0.00
610(C) DECORATIVE MEDIAN CONCRETE (4" THICK) S.Y. 349 $0.00
610(C) DECORATIVE MEDIAN CONCRETE (6" THICK) S.Y. 369 $0.00
610(I) TACTILE WARNING DEVICE-NEW S.F. 208 $0.00
611(A) MANHOLE (4' DIAMETER) EA. 2 $0.00
51ST STREET: 177TH E AVE TO 193RD E AVE AND
51ST STREET & 193RD E AVE ROUNDABOUT
PAY QUANTITIES
0100 ROADWAY ITEMS - ROUNDABOUT (51ST ST & 193RD E AVE)
COPY
611(G) INLET (SMD-TYPE 1) EA. 5 $0.00
611(G) INLET (SMD-TYPE 2A) EA. 2 $0.00
611(G) INLET, TYPE RCI 0648 - SUMP WITH MANHOLE EA. 4 $0.00
611(H) ADD'L DEPTH IN INLET RCI 0696 V.F. 6.50 $0.00
613(A) 18" R.C. PIPE CLASS III L.F. 193 $0.00
613(A) 24" R.C. PIPE CLASS III L.F. 105 $0.00
613(EE) 12" CORRUGATED POLYPROPYLENE PIPE L.F. 180 $0.00
613(EE) 18" CORRUGATED POLYPROPYLENE PIPE L.F. 695 $0.00
613(EE) 24" CORRUGATED POLYPROPYLENE PIPE L.F. 155 $0.00
613(M) TYPE A4 CULVERT END TREATMENT EA. 3 $0.00
613(M) TYPE A6 CULVERT END TREATMENT EA. 2 $0.00
613(M) TYPE B4 CULVERT END TREATMENT EA. 1 $0.00
613(N) TYPE A4 SLOPED CONCRETE END SECTION EA. 1 $0.00
619(A) REMOVAL OF STRUCTURES & OBSTRUCTIONS L. SUM 1 $0.00
619(B) REMOVAL OF ASPHALT PAVEMENT S.Y. 6,301 $0.00
619(B) REMOVAL OF DRIVEWAY S.Y. 708 $0.00
619(B) REMOVAL OF SIDEWALK S.Y. 89 $0.00
624(E) FENCE STYLE (4'HIGH, CLASS A)(BLACK VINYL) L.F. 118 $0.00
640(A) FIELD OFFICE EA. 1 $0.00
641 MOBILIZATION L. SUM 1 $0.00
642(B) CONSTRUCTION STAKING LEVEL II L. SUM 1 $0.00
SPECIAL SPECIAL MANHOLE FRAME AND LID EA. 1 $0.00
SPECIAL TYPE I AC PATCH - ARTERIAL S.Y. 178 $0.00
802(B) 2" PVC SCH. 40 PLASTIC CONDUIT BORED L.F. 50 $0.00
802(B) 2" PVC SCH. 40 PLASTIC CONDUIT TRENCHED L.F. 180 $0.00
802(C) 3" HIGH DENSITY PE PIPE - BORED L.F. 500 $0.00
802(C) 3" HIGH DENSITY PE PIPE - TRENCHED L.F. 500 $0.00
803(A) PULL BOX (SIZE I) EA. 12 $0.00
805(A) (PL) REMOVAL OF EXISTING SIGNS EA. 16 $0.00
805(D) (PL) REMOVE & RESET EXISTING SIGNS EA. 2 $0.00
811 1/C NO. 10 ELECT. COND. L.F. 3,800 $0.00
836 REGULATORY OR WARNING SIGN ASSEMBLY EA. 12 $0.00
836 RECTANGULAR RAPID FLASHING BEACON EA. 16 $0.00
850(A) SHEET ALUMINUM SIGNS S.F. 213 $0.00
851(C) 2" SQUARE TUBE POST L.F. 360 $0.00
851(C) 2 1/2"SQUARE TUBE POST L.F. 120 $0.00
856(A) TRAFFIC STRIPE (MULTI-POLY) (4" WIDE) L.F. 6,082 $0.00
856(A) TRAFFIC STRIPE (MULTI-POLY) (8" WIDE) L.F. 1,169 $0.00
856(A) TRAFFIC STRIPE (MULTI-POLY) (24" WIDE) L.F. 368 $0.00
856(B) TRAFFIC STRIPE (MULTI-POLY) (ARROWS) EA. 24 $0.00
856(B) TRAFFIC STRIPE (MULTI-POLY) (SYMBOLS) EA. 8 $0.00
857(A) CONSTRUCTION TRAFFIC STRIPE(PAINT) (4" WIDE) L.F. 12,019 $0.00
857(B) CONSTRUCTION TRAFFIC STRIPE(PAINT) (ARROWS) EA. 3 $0.00
857(B) CONSTRUCTION TRAFFIC STRIPE(PAINT) (WORDS) EA. 1 $0.00
857(F) PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) L.F. 2,883 $0.00
857(F) PAVEMENT MARKING REMOVAL(ARROW) EA. 3 $0.00
857(F) PAVEMENT MARKING REMOVAL(WORDS) EA. 1 $0.00
880(J) CONSTRUCTION TRAFFIC CONTROL L. SUM 1 $0.00
COT 625 REMOVAL OF TRAFFIC ITEMS L. SUM 1 $0.00
SPECIAL ROADWAY CLOSURE SET-UP EA. 3 $0.00
SPECIAL FLOWERING TREES (2" CAL.) EA. 5 $0.00
SPECIAL SHRUBS EA. 200 $0.00
SPECIAL BED PREPARATION C.Y. 88 $0.00
SPECIAL TOPSOIL (IN SOD AREAS) C.Y. 26 $0.00
SPECIAL GENERAL FILL C.Y. 514 $0.00
SPECIAL 2" DEPTH DECOMPOSED GRANITE MULCH (& FILTER FABRIC) S.F. 2,830 $0.00
SPECIAL CONCRETE EDGE RESTRAINT L.F. 193 $0.00
SPECIAL 609 BUFFALO GRASS S.F. 4,284 $0.00
SPECIAL 1 YEAR MAINTENANCE/ WARRANTY/ WATERING PERIOD L. SUM 1 $0.00
SPECIAL TREE GATOR BAGS EA. 5 $0.00
SPECIAL ALLOWANCE ALLOW 1 $100,000.00 $100,000.00
SUBTOTAL - ROADWAY ITEMS - ROUNDABOUT (51ST ST & 193RD E AVE) = $100,000.00COPY
201(A) CLEARING AND GRUBBING L. SUM 1 $0.00
202(A) UNCLASSIFIED EXCAVATION C.Y. 10,497 $0.00
205(A) TYPE A-SALVAGED TOPSOIL L. SUM 1 $0.00
220 SWPPP DOCUMENTATION AND MANAGEMENT L. SUM 1 $0.00
221(B) TEMPORARY SILT FENCE L.F. 3,657 $0.00
221(E) TEMPORARY SILT DIKE L.F. 98 $0.00
221(G) TEMPORARY FIBER LOG L.F. 2,407 $0.00
230(A) SOLID SLAB SODDING S.Y. 12,166 $0.00
303(A) AGGREGATE BASE TYPE A C.Y. 12,216 $0.00
310(B) SUBGRADE, METHOD B S.Y. 40,278 $0.00
325 SEPARATOR FABRIC S.Y. 35,995 $0.00
411(B) SUPERPAVE, TYPE S3(PG 70-28 OK) TON 5,034 $0.00
411(B) SUPERPAVE, TYPE S3(PG 64-22 OK) TON 5,981 $0.00
411(C) SUPERPAVE, TYPE S4(PG 70-28 OK) TON 3,352 $0.00
411(C) SUPERPAVE, TYPE S4(PG 64-22 OK) TON 632 $0.00
501(A) STRUCTURAL EXCAVATION UNCLASSIFIED C.Y. 163 $0.00
508 PRECAST REINFORCED CONCRETE BOX (6X4) L.F. 90 $0.00
509(A) CLASS AA CONCRETE C.Y. 38 $0.00
509(C) CLASS A CONCRETE, SMALL STRUCTURES C.Y. 96 $0.00
509(D) CLASS C CONCRETE C.Y. 10 $0.00
510(D) MSE RETAINING WALL S.Y. 46 $0.00
511(A) REINFORCING STEEL LB 5,310 $0.00
601(A) TYPE I PLAIN RIPRAP TON 50 $0.00
609(A) CONC.CURB(6" BARRIER-INTEGRAL) L.F. 631 $0.00
609(B) COMBINED CURB & GUTTER(8" BARRIER) L.F. 7,193 $0.00
610(A) 4" CONCRETE SIDEWALK S.Y. 1,548 $0.00
610(B) 6" CONCRETE DRIVEWAY S.Y. 1,236 $0.00
610(I) TACTILE WARNING DEVICE-NEW S.F. 160 $0.00
611(A) MANHOLE (4' DIA.) EA. 6 $0.00
611(A) MANHOLE (5' DIA.) EA. 7 $0.00
611(A) MANHOLE (6' DIA.) EA. 2 $0.00
611(G) SPECIAL INLET W/ EXTENSION EA. 1 $0.00
611(G) INLET (SPECIAL PLASTIC GRATED INLET) EA. 6 $0.00
611(G) INLET (SMD-TYPE 2A) EA. 1 $0.00
611(G) INLET, TYPE RCI 0648 SUMP W/ MH EA. 1 $0.00
611(G) INLET, TYPE RCI 0648 SUMP W/ NO MH EA. 7 $0.00
611(G) INLET, TYPE RCI 0648 ON-GRADE W/ MH EA. 3 $0.00
PAY QUANTITIES
0101 ROADWAY ITEMS - (51ST ST: 177TH E AVE TO 193RD E AVE)
611(G) INLET, TYPE RCI 0648 ON-GRADE W/ NO MH EA. 7 $0.00
611(G) INLET, TYPE RCI 0696 SUMP W/ MH EA. 2 $0.00
611(G) INLET, TYPE RCI 0696 ON-GRADE W/ MH EA. 1 $0.00
611(G) INLET, TYPE RCI 0696 ON-GRADE W/ NO MH EA. 1 $0.00
611(G) INLET, TYPE RCI 1048 ON-GRADE W/ MH EA. 1 $0.00
611(G) INLET, TYPE RCI 1048 ON-GRADE W/ NO MH EA. 1 $0.00
611(G) INLET, TYPE RCI 1096 ON-GRADE W/ NO MH EA. 2 $0.00
611(G) INLET (GPI TYPE 2-10) EA. 1 $0.00
611(H) ADDITIONAL DEPTH INLET RCI 0648 OR 1048 V.F. 46 $0.00
611(H) ADDITIONAL DEPTH INLET RCI 0696 OR 1096 V.F. 13 $0.00
612(E) WATER VALVE BOX ADJUST TO GRADE EA. 11 $0.00
613(A) 24" R.C.PIPE CLASS III L.F. 5 $0.00
613(A) 30" R.C.PIPE CLASS III L.F. 19 $0.00
613(A) 36" R.C.PIPE CLASS III L.F. 142 $0.00
613(A) 42" R.C.PIPE CLASS III L.F. 392 $0.00
613(A) 36" X 22" R.C.PIPE ARCH CLASS A-III L.F. 112 $0.00
613(A) 51" X 31" R.C.PIPE ARCH CLASS A-III L.F. 220 $0.00
613(EE) 8" CORRUGATED POLYPROPYLENE PIPE L.F. 21 $0.00
613(EE) 12" CORRUGATED POLYPROPYLENE PIPE L.F. 380 $0.00
613(EE) 18" CORRUGATED POLYPROPYLENE PIPE L.F. 1,930 $0.00
613(EE) 24" CORRUGATED POLYPROPYLENE PIPE L.F. 228 $0.00
613(EE) 30" CORRUGATED POLYPROPYLENE PIPE L.F. 87 $0.00
613(EE) 36" CORRUGATED POLYPROPYLENE PIPE L.F. 63 $0.00
619(A) REMOVAL OF STRUCTURES & OBSTRUCTIONS L. SUM 1 $0.00
619(B) REMOVAL OF ASPHALT PAVEMENT S.Y. 11,139 $0.00
619(B) REMOVAL OF CONCRETE DRIVEWAY S.Y. 2,036 $0.00
619(B) REMOVAL OF SIDEWALK S.Y. 518 $0.00
641 MOBILIZATION L. SUM 1 $0.00
642(B) CONSTRUCTION STAKING LEVEL II L. SUM 1 $0.00
805(D) REMOVE & RESET EXISTING SIGNS EA. 13 $0.00
850(A) SHEET ALUMINUM SIGNS S.F. 40 $0.00
851(C) 2" SQUARE TUBE POST L.F. 120 $0.00
851(C) 2 1/2" SQUARE TUBE POST L.F. 30 $0.00
856(A) TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) L.F. 11,007 $0.00
856(B) TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) EA. 33 $0.00
857(A) CONSTRUCTION TRAFFIC STRIPE (PAINT)(4" WIDE) L.F. 34,920 $0.00
857(C) REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) L.F. 2,775 $0.00
880(J) CONSTRUCTION TRAFFIC CONTROL L. SUM 1 $0.00
SPECIAL TYPE I AC PATCH - ARTERIAL S.Y. 275 $0.00
SPECIAL ROADWAY CLOSURE SET UP EA. 1 $0.00
SPECIAL ALLOWANCE ALLOW 1 $100,000.00 $100,000.00
SUBTOTAL ROADWAY ITEMS - (51ST ST: 177TH E AVE TO 193RD E AVE) = $100,000.00
221(B) TEMPORARY SILT FENCE LF 5,596 $0.00
230(A) SOLID SLAB SODDING SY 6,213 $0.00
301 MOBILIZATION LS 1 $0.00
310 CLEARING AND GRUBBING LS 1 $0.00
311(A) UNCLASSIFIED EXCAVATION CY 4,145 $0.00
312 UNCLASSIFIED BORROW CY 1,036 $0.00
401 12" POLYVINYL CHLORIDE (PVC) PIPE LF 5,596 $0.00
410(A) 12" 11 1/4 DEGREE FITTING EA 30 $0.00
410(A) 12" 22 1/2 DEGREE FITTING EA 7 $0.00
410(A) 12" 45 DEGREE FITTING EA 14 $0.00
410(B) 12"X12"X6" TEE EA 3 $0.00
410(B) 12"X12"X8" TEE EA 4 $0.00
410(B) 12"X12"X10" TEE EA 6 $0.00
410(B) 12"X12"X12" TEE EA 1 $0.00
410(D) 8" SOLID SLEEVE EA 4 $0.00
410(D) 10" SOLID SLEEVE EA 6 $0.00
410(D) 12" SOLID SLEEVE EA 2 $0.00
420(A) 6" GATE VALVE EA 3 $0.00
420(A) 8" GATE VALVE EA 4 $0.00
420(A) 10" GATE VALVE EA 6 $0.00
420(A) 12" GATE VALVE EA 19 $0.00
423(A) FIRE HYDRANTS EA 3 $0.00
430(B) STANDARD VALVE BOX EA 32 $0.00
610(A) 4" CONCRETE SIDEWALK SY 50 $0.00
610(B) 6" CONCRETE DRIVEWAY SY 50 $0.00
613 STEEL CONDUIT LF 100 $0.00
616(G) 1' FIRE HYDRANT EXTENSION EA 3 $0.00
642(B) CONSTRUCTION STAKING LEVEL II LS 1 $0.00
880(J) CONSTRUCTION TRAFFIC CONTROL LS 1 $0.00
SPECIAL ALLOWANCE ALLOW 1 $10,000.00 $10,000.00
SUBTOTAL WATERLINE (CITY OF BROKEN ARROW) = $10,000.00
0200 WATERLINE (CITY OF BROKEN ARROW)
PAY QUANTITIES
COT 301 RIGHT-OF-WAY CLEARING AND RESTORING, COMPLETE IN PLACE SY 177 $0.00
COT 302 EXCAVATION AND BACKFILL, UNCLASSIFIED CY 266 $0.00
COT 304 CONSTRUCTION STAKING EA 1 $0.00
COT 307 12 INCH DIP, CL50 POLYETHYLENE WRAPPED (RJ) LF 532 $0.00
COT 312 12 INCH DUCTILE IRON 11-1/4 DEGREE BEND EA 14 $0.00
COT 312 12 INCH DUCTILE IRON 45 DEGREE BEND EA 4 $0.00
COT 312 12 INCH DUCTILE IRON SLEEVE (RJ) EA 8 $0.00
COT 317 6 INCH GATE VALVE (RJ) EA 1 $0.00
COT 317 12 INCH GATE VALVE (RJ) EA 2 $0.00
COT 317 6 INCH FIRE HYDRANT EXTENSION EA 1 $0.00
COT 317 12 INCH FIRE HYDRANT EXTENSION EA 1 $0.00
COT 317 3-WAY FIRE HYDRANT, IN PLACE EA 1 $0.00
COT 318 VALVE BOX EA 3 $0.00
COT 318 VALVE BOX EXTENSION EA 3 $0.00
612 (E) VALVE BOXES ADJUST TO GRADE EA 1 $0.00
SPECIAL CONSTRUCTION AS-BUILT EA 1 $0.00
SPECIAL OWNER ALLOWANCE ALLOW 1 $10,000.00 $10,000.00
SUBTOTAL WATERLINE (CITY OF TULSA) = $10,000.00
PAY QUANTITIES
0201 WATERLINE (CITY OF TULSA)
COT 301A RIGHT-OF-WAY CLEARING AND RESTORING SY 200 $0.00
COT 405 EXCAVATION AND BACKFILL, UNCLASSIFIED CY 40 $0.00
COT 303 MOBILIZATION/DEMOBILIZATION LS 1 $0.00
COT 312 8" SOLID SLEEVE, RESTRAINED EA 2 $0.00
COT 405 8" POLYVINYL CHLORIDE (PVC) PIPE, SDR 26, RJ LF 16 $0.00
BA 511A 4' I.D. MANHOLE, W/ STANDARD LID EA 1 $0.00
BA 511C 4' I.D. MANHOLE, EXTRA FOOT OF DEPTH LF 11 $0.00
COT 327 TRAFFIC CONTROL LS 1 $0.00
COT 330 EROSION CONTROL SILT FENCE LF 16 $0.00
COT 330 EROSION CONTROL SILT DIKE LF 16 $0.00
COT 332 CONDUIT, 30" STEEL, OPEN CUT LF 6 $0.00
COT 333 REMOVAL OF EXISTING MANHOLE EA 2 $0.00
COT 334 CONSTRUCTION AS-BUILTS EA 1 $0.00
COT 336 CONTRACTOR'S QUALITY CONTROL LS 1 $0.00
COT 407 BYPASSING SEWAGE EA 5 $0.00
COT SPECIAL OWNER'S ALLOWANCE ALLOW 1 $10,000.00 $10,000.00
ODOT 303(A) AGGREGATE BASE, TYPE A 6" THICK CY 80 $0.00
ODOT 411(A) SUPERPAVE, TYPE S2, PG 64-22OK, 2" THICK TON 50 $0.00
ODOT 411(C) SUPERPAVE, TYPE S4, PG 64-22OK, 4" THICK TON 100 $0.00
SUBTOTAL SANITARY SEWER (CITY OF TULSA) = $10,000.00
0300 SANITARY SEWER (CITY OF TULSA)
PAY QUANTITIES
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