3Bureau of Construction and Maintenance

Transcription

1 Promptly sign and date on the line below, then IT BACK TO KDOT, EVEN IF NOT BIDDING. Or you may still FAX IT TO the Estimating Section at (785) Any instructions not followed will result in your bid being declared irregular. If these changes affect any of your subcontractors or suppliers, IT IS YOUR RESPONSIBILITY to inform them. These changes are part of the contract for this project(s). Please contact me at (785) , if there are questions. Thank you for your cooperation. BTo: BFrom: 4BKansas Department of Transportation 3Bureau of Construction and Maintenance 0BEstimating Section Prime Contractor Bid Holders Shane Houser, P.E. - Estimating Engineer 5BDate: June 0, 07 Proposal/Contract No.: Subject: Project Notice for the June, 07 Letting 6 U MITCHELL COUNTY PEDESTRIAN & BICLE PATHS Many quantities have been changed. This revised the Unit Prices List. Included are several revised sheets. Revised plans will be sent out after the letting. To view this project s documents, choose Addendum # from KDOT s website: You must update your EBS file by going to the Bid Express website: choose the correct Letting, locate and select the Proposal number to download jun6.00. The Contractor is responsible for ensuring the EBS file that the Contractor uses to prepare its Proposal and submits to KDOT contains any amendments. We also recommend that you check the Bid Express Questions and Answers ( to review any questions that may have been posted for this project. (Company Name) (Signature) (Date) C: District & Belleville Office U0473.doc

2 June 6, 07

3 STATE PROJECT N0. YEAR TOTAL SHEET SHEETS SUMMARY OF SIDEWALK RAMPS SUMMARY OF CURB, EDGE (AE) (SPECIAL) KANSAS 6 U INTERSECTION Lt. th/bell Lt. th/mill Lt. th/mill Lt. th/hersey Lt. th/hersey Lt. th/campbell +3. Lt. th/campbell Lt. th/walnut Lt. 4th/Highland Lt. 4th/Highland Lt. 4th/Logan Lt. 4th/Broadway Lt. 4th/Boradway Lt. 4th/Central Lt. 4th/Central Lt. 4th/Woodland Lt. 4th/Woodland Lt. 4th/Kansas Lt. 4th/Kansas Lt. 4th/Independence Lt. 4th/Independence 6+64 Lt. 4th/Independence QUADRANT AREA () BEGIN END WALL LENGTH (FT.) Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt TOTAL BASE = 0.3 ADDITIVE # BEGIN END WALL LENGTH (FT.) Lt Lt Lt Lt TOTAL ADD. # = 39.9 ADDITIVE # BEGIN END WALL LENGTH (FT.) Lt Lt. 7.6 TOTAL ADD. # = 7.6 RECAPITULATION OF ROAD QUANTITIES ITEM QUANTITY UNIT MOBILIZATION MOBILIZATION (DBE) CLEARING AND GRUBBING COMPACTION OF EARTHWORK (TYPE B) (MR 90) WATER (GRADING) (SET PRICE) COMMON EXCAVATION ROCK EXCAVATION 85 8 SIDEWALK CONSTRUCTION (4")(AE) 308 SIDEWALK CONSTRUCTION (6")(AE) 8 CONCRETE PAVEMENT (6" UNIFORM) (AE) 9 40 MGAL Lt. 4th/Lincoln Lt. 4th/Chestnut Lt. 4th/Chestnut ADDITIVE # INTERSECTION Lt. 4th/Chestnut 7+.8 Lt. 4th/Chestnut TOTAL = 39.4 QUADRANT AREA () CONCRETE REINFORCING (GRADE 3.0) (AE) STEEL SIDEWALK RAMP 39 CURB, EDGE (AE) (Special) 0 CURB AND GUTTER, COMBID (AE) 9 CONCRETE (GRADE 3.0) (AE). REINFORCING STEEL (GRADE 60) 44 LANDSCAPE RETAINING WALL 74 CONTRACTOR CONSTRUCTION STAKING ADDITIVE # S SF Lt. 4th/Bell 7.8 COMPACTION OF EARTHWORK (TYPE B) (MR 90) Lt. 4th/Bell Lt. 4th/Bell Lt. 4th/Bell ADDITIVE # TOTAL ADDITIVE # = 43.6 C.Y Lt Lt. 0.6 (S) COMMON EXCAVATION 3 ROCK EXCAVATION 8 SIDEWALK CONSTRUCTION (4")(AE) 33 SIDEWALK CONSTRUCTION (6")(AE) SIDEWALK RAMP 44 INTERSECTION QUADRANT Lt. 4th/Campbell AREA () 8.9 CURB, EDGE (AE) (Special) CONTRACTOR CONSTRUCTION STAKING Lt Lt Lt Lt. 4th/Campbell 4th/Campbell 4th/Campbell 4th/Walnut TOTAL ADDITIVE # = 4. ADDITIVE # CLEARING AND GRUBBING COMPACTION OF EARTHWORK (TYPE B) (MR 90) COMMON EXCAVATION ROCK EXCAVATION 48 3 SIDEWALK CONSTRUCTION (4")(AE) SIDEWALK CONSTRUCTION (6")(AE) 36 6 SIDEWALK RAMP 4 CURB, EDGE (AE) (Special) 8 CONTRACTOR CONSTRUCTION STAKING SUMMARY OF LANDSCAPE RETAINING WAL - RETAINING WALL BEGIN Lt. END Lt. WALL AVG. HT WALL LENGTH (IN.) (FT.) 53 WALL (SF) Lt Lt TOTAL = 73.9 SF Drawn By :hdougherty Plo ted :9-JUN-07 4:0 File :7 rd050b.dgn SUMMARY OF COMBID CURB & GUTTER TYPE I ('-6" Width) BEGIN END LENGTH (FT.) Lt Lt. 8.9 TOTAL = 8.9 SUMMARY OF REMOVA & RELOCATIONS (INFORMATION ONLY) DESCRIPTION Lt. Fire Hydrant Lt. Street Sign Lt. Fire Hydrant Lt. Street Sign Lt. Street Sign Lt. Gas Meter Lt. Water Meter Lt. Mailbox Row Rem. Drainage Structure summary S.W.K. J.O.B Detailed on CADD R.J.S J.O.B. RD050 DATE REVISIONS BY APP'D FHWA APPROVAL DESIGD KANSAS DEPARTMENT OF TRANSPORTATION SUMMARY OF QUANTITIES, ADD. # & ADD. # DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. APP'D. James O. Brewer TRACED B.N.B. TRACE CK. S.W.K. Sheet No. 7

4 STATE PROJECT YEAR SHEET TOTAL SHEETS If rock is exposed at KANSAS 6 U the bottom of a ditch, it shall be left in place and seeding shall not be required. Exposed rock, shale, or other material SUMMARY OF SEEDING / EROSION CONTROL QUANTITIES P.L.S. RATE/ ACRE CLT SL/CH CLT ACRES SL/CH BID ITEM QUANTITY UNIT RAMP CUT SECTION Temporary Fertilizer ( ) 0 0. Temporary Seed (Canada Wildrye) 0. Temporary Seed (Grain Oats) 0. Temporary Seed (Sterile Wheatgrass) Soil Erosion Mix Temporary Seeding Erosion Control (Class, Type Y) Erosion Control (Class, Type Y) Sediment Removal (Set Price) Synthetic Sediment Barrier Temporary Berm (Set Price) RAMP FILL SECTION Temporary Ditch Check (Rock) Temporary Inlet Sediment Barrier Temporary Sediment Basin Temporary Slope Drain Temporary Stream Crossing Biodegradable Log (9") Biodegradable Log (") Biodegradable Log (0") 80 Filter Sock (8") FILL SECTION CUT SECTION Geotextile (Erosion Control) Silt Fence SWPPP Design à TYPICAL SECTION - DUAL PAVEMENT SWPPP Inspection à Water Pollution Control Manager à 900 lbs / acre Mulch Tacking Slurry tons / acre Mulching TON Plot Location: FERTILIZER: A ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O, K O listed in Summary of Quantities will be 5 acceptable. * - N = Nitrogen Rate of Application ** - P O 5 = Phosphorous Rate of Application *** - K O = Potassium Rate of Application The Contractor will be required to finish areas of excavation, borrow and embankment in accordance with the specifications. Areas that require installation or construction of temporary water pollution control items will be finished in reasonable close conformity to the alignment, grade and cross section shown on the plans or as established by the Engineer. GERAL NOTES CLT = Construction Limit Tract. This area is defined by the entire disturbed area of the project that requires seeding and erosion control measures to be placed. Any impervious areas (i.e. pavement, gravel, riprap, etc.) shall not be included in this measurement. Slope = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. Channel = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched. Soil preparation shall conform to the Standard Specifications. NOTE: Projects less than acre shall be bid as ''Seeding'' by the lump sum. All disturbed areas shall be seeded, fertilized and mulched at the listed rate per acre. The acres are estimated. Regreen and Quick Guard are the approved sterile wheatgrass products. **** List size of material. Water (Erosion Control) (Set Price) Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection. à If the total disturbed area of the project, not just the seeding area, is acre or more, then these bid items must be included. The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according to the Standard Specifications. MGAL Std. Base File: Plotted By: hdougherty 9 la85a - BASEBID.dgn File: 6-JUN-07 5:43 Plot Date: Temporary seeding shall be done during any time of the year that the soil can be cultivated. After the temporary seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season. MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows: ƒ - Tons per Acre = "loose depth spread uniformly over acre. Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood based mulch, shall meet the North American Weed Free Forage Standards. Other vegetative mulches are acceptable only with the Engineer's concurrence. The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate protection of newly seeded areas. SOIL EROSION MIX P RATE NAME QTY (lb) Total (lb) The Soil Erosion Mix is to be placed under the Class and/or Class erosion control material. 3 4/06/5 LA85A FHWA APPROVAL DESIGD /0/7 6/0/6 DESIGN CK. TEMPORARY EROSION AND 6/5/06 DATE REVISIONS BY APP'D KANSAS DEPARTMENT OF TRANSPORTATION POLLUTION CONTROL DETAILED DETAIL CK. APP'D QUANTITIES QUAN.CK. CADD CADD CK. Scott H. Shields CADconform Certify This File CADconform Certify This File Sheet No. 9

5 STATE PROJECT YEAR SHEET TOTAL SHEETS If rock is exposed at KANSAS 6 U the bottom of a ditch, it shall be left in place and seeding shall not be required. Exposed rock, shale, or other material SUMMARY OF SEEDING / EROSION CONTROL QUANTITIES P.L.S. RATE/ ACRE CLT SL/CH CLT ACRES SL/CH BID ITEM QUANTITY UNIT RAMP CUT SECTION Temporary Fertilizer ( ) Temporary Seed (Canada Wildrye) 0.0 Temporary Seed (Grain Oats) 0.0 Temporary Seed (Sterile Wheatgrass) Soil Erosion Mix Temporary Seeding Erosion Control (Class, Type Y) Erosion Control (Class, Type Y) Sediment Removal (Set Price) Synthetic Sediment Barrier Temporary Berm (Set Price) RAMP FILL SECTION Temporary Ditch Check (Rock) Temporary Inlet Sediment Barrier Temporary Sediment Basin Temporary Slope Drain Temporary Stream Crossing Biodegradable Log (9") Biodegradable Log (") Biodegradable Log (0") 0 Filter Sock (8") 0 FILL SECTION CUT SECTION Geotextile (Erosion Control) Silt Fence SWPPP Design à TYPICAL SECTION - DUAL PAVEMENT SWPPP Inspection à Water Pollution Control Manager à 900 lbs / acre Mulch Tacking Slurry tons / acre Mulching TON Plot Location: FERTILIZER: A ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O, K O listed in Summary of Quantities will be 5 acceptable. * - N = Nitrogen Rate of Application ** - P O 5 = Phosphorous Rate of Application *** - K O = Potassium Rate of Application The Contractor will be required to finish areas of excavation, borrow and embankment in accordance with the specifications. Areas that require installation or construction of temporary water pollution control items will be finished in reasonable close conformity to the alignment, grade and cross section shown on the plans or as established by the Engineer. GERAL NOTES CLT = Construction Limit Tract. This area is defined by the entire disturbed area of the project that requires seeding and erosion control measures to be placed. Any impervious areas (i.e. pavement, gravel, riprap, etc.) shall not be included in this measurement. Slope = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. Channel = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched. Soil preparation shall conform to the Standard Specifications. NOTE: Projects less than acre shall be bid as ''Seeding'' by the lump sum. All disturbed areas shall be seeded, fertilized and mulched at the listed rate per acre. The acres are estimated. Regreen and Quick Guard are the approved sterile wheatgrass products. **** List size of material. Water (Erosion Control) (Set Price) Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection. à If the total disturbed area of the project, not just the seeding area, is acre or more, then these bid items must be included. The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according to the Standard Specifications. MGAL Std. Base File: Plotted By: hdougherty 0 la85a - add.dgn File: 6-JUN-07 5:43 Plot Date: Temporary seeding shall be done during any time of the year that the soil can be cultivated. After the temporary seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season. MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows: ƒ - Tons per Acre = "loose depth spread uniformly over acre. Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood based mulch, shall meet the North American Weed Free Forage Standards. Other vegetative mulches are acceptable only with the Engineer's concurrence. The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate protection of newly seeded areas. SOIL EROSION MIX P RATE NAME QTY (lb) Total (lb) The Soil Erosion Mix is to be placed under the Class and/or Class erosion control material. 3 4/06/5 LA85A FHWA APPROVAL DESIGD /0/7 6/0/6 DESIGN CK. TEMPORARY EROSION AND 6/5/06 DATE REVISIONS BY APP'D KANSAS DEPARTMENT OF TRANSPORTATION POLLUTION CONTROL DETAILED DETAIL CK. ADDITIVE # APP'D QUANTITIES QUAN.CK. CADD CADD CK. Scott H. Shields CADconform Certify This File CADconform Certify This File Sheet No. 0

6 STATE PROJECT YEAR SHEET TOTAL SHEETS If rock is exposed at KANSAS 6 U the bottom of a ditch, it shall be left in place and seeding shall not be required. Exposed rock, shale, or other material SUMMARY OF SEEDING / EROSION CONTROL QUANTITIES P.L.S. RATE/ ACRE CLT SL/CH CLT ACRES SL/CH BID ITEM QUANTITY UNIT RAMP CUT SECTION Temporary Fertilizer ( ) Temporary Seed (Canada Wildrye) 0.0 Temporary Seed (Grain Oats) 0.0 Temporary Seed (Sterile Wheatgrass) Soil Erosion Mix Temporary Seeding Erosion Control (Class, Type Y) Erosion Control (Class, Type Y) Sediment Removal (Set Price) Synthetic Sediment Barrier Temporary Berm (Set Price) RAMP FILL SECTION Temporary Ditch Check (Rock) Temporary Inlet Sediment Barrier Temporary Sediment Basin Temporary Slope Drain Temporary Stream Crossing Biodegradable Log (9") Biodegradable Log (") Biodegradable Log (0") 40 Filter Sock (8") 0 FILL SECTION CUT SECTION Geotextile (Erosion Control) Silt Fence SWPPP Design à TYPICAL SECTION - DUAL PAVEMENT SWPPP Inspection à Water Pollution Control Manager à 900 lbs / acre Mulch Tacking Slurry tons / acre Mulching TON Plot Location: FERTILIZER: A ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O, K O listed in Summary of Quantities will be 5 acceptable. * - N = Nitrogen Rate of Application ** - P O 5 = Phosphorous Rate of Application *** - K O = Potassium Rate of Application The Contractor will be required to finish areas of excavation, borrow and embankment in accordance with the specifications. Areas that require installation or construction of temporary water pollution control items will be finished in reasonable close conformity to the alignment, grade and cross section shown on the plans or as established by the Engineer. GERAL NOTES CLT = Construction Limit Tract. This area is defined by the entire disturbed area of the project that requires seeding and erosion control measures to be placed. Any impervious areas (i.e. pavement, gravel, riprap, etc.) shall not be included in this measurement. Slope = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. Channel = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched. Soil preparation shall conform to the Standard Specifications. NOTE: Projects less than acre shall be bid as ''Seeding'' by the lump sum. All disturbed areas shall be seeded, fertilized and mulched at the listed rate per acre. The acres are estimated. Regreen and Quick Guard are the approved sterile wheatgrass products. **** List size of material. Water (Erosion Control) (Set Price) Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection. à If the total disturbed area of the project, not just the seeding area, is acre or more, then these bid items must be included. The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according to the Standard Specifications. MGAL Std. Base File: Plotted By: hdougherty la85a - add.dgn File: 6-JUN-07 5:43 Plot Date: Temporary seeding shall be done during any time of the year that the soil can be cultivated. After the temporary seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season. MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows: ƒ - Tons per Acre = "loose depth spread uniformly over acre. Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood based mulch, shall meet the North American Weed Free Forage Standards. Other vegetative mulches are acceptable only with the Engineer's concurrence. The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate protection of newly seeded areas. SOIL EROSION MIX P RATE NAME QTY (lb) Total (lb) The Soil Erosion Mix is to be placed under the Class and/or Class erosion control material. 3 4/06/5 LA85A FHWA APPROVAL DESIGD /0/7 6/0/6 DESIGN CK. TEMPORARY EROSION AND POLLUTION CONTROL 6/5/06 DATE REVISIONS BY APP'D KANSAS DEPARTMENT OF TRANSPORTATION DETAILED DETAIL CK. ADDITIVE # APP'D QUANTITIES QUAN.CK. CADD CADD CK. Scott H. Shields CADconform Certify This File CADconform Certify This File Sheet No.

7 KANSAS DEPARTMENT OF TRANSPORTATION PAGE: UNIT PRICES LIST STATE CONTRACT NO: PREPARED DATE: STATE PROJECT NO: 06 U REVISED DATE: SECTION 0 COMMON ITEMS LI/ UNITS/ UNIT BID AMOUNT BID ITEM ESTIMATED -IN NUMBERS- -IN NUMBERS- NUMBER ITEM DESCRIPTION QUANTITY DOLLARS CTS DOLLARS CTS MOBILIZATION UM MOBILIZATION (DBE) UM CONTRACTOR CONSTRUCTION UM STAKING TRAFFIC CONTROL UM FLAGGER (SET PRICE) HOUR $5.00 SECTION 0 ROAD ITEMS 6 CLEARING AND GRUBBING UM COMPACTION OF EARTHWORK CUYD (TYPE B) (MR-90) WATER (GRADING) (SET MGAL PRICE) $ COMMON EXCAVATION (URB) CUYD CONTRACTOR Check:

8 KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 3 UNIT PRICES LIST STATE CONTRACT NO: PREPARED DATE: STATE PROJECT NO: 06 U REVISED DATE: SECTION 0 ROAD ITEMS LI/ UNITS/ UNIT BID AMOUNT BID ITEM ESTIMATED -IN NUMBERS- -IN NUMBERS- NUMBER ITEM DESCRIPTION QUANTITY DOLLARS CTS DOLLARS CTS 0 ROCK EXCAVATION CUYD SIDEWALK CONSTRUCTION ( SQYD 4") (AE) 0506, SIDEWALK CONSTRUCTION ( SQYD 6") (AE) SIDEWALK RAMP SQYD CONCRETE (GRADE 3.0) (AE) CUYD REINFORCING STEEL (GRADE S. 60) SECTION 03 RETAINING WALL 6 LANDSCAPE RETAINING WALL SQFT SECTION 04 TEMP PROJ WTR POL CTL-SOIL EROS 7 TEMPORARY SEEDING UM CONTRACTOR Check:

9 KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 4 UNIT PRICES LIST STATE CONTRACT NO: PREPARED DATE: STATE PROJECT NO: 06 U REVISED DATE: SECTION 04 TEMP PROJ WTR POL CTL-SOIL EROS LI/ UNITS/ UNIT BID AMOUNT BID ITEM ESTIMATED -IN NUMBERS- -IN NUMBERS- NUMBER ITEM DESCRIPTION QUANTITY DOLLARS CTS DOLLARS CTS 8 SEDIMENT REMOVAL (SET CUYD PRICE) $ TEMPORARY BERM (SET LNFT PRICE) $.00 0 BIODEGRADABLE LOG ( 9") LNFT FILTER SOCK ( 8") LNFT WATER (EROSION CONTROL) MGAL (SET PRICE) $35.00 SECTION 05 CONCRETE SURFACING ITEMS 7 CURB, EDGE (SPECIAL) (AE) LNFT CURB AND GUTTER, COMBID LNFT (AE) SECTION 06 ADDITIVE # ITEMS 9 CONTRACTOR CONSTRUCTION UM STAKING CONTRACTOR Check:

10 KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 5 UNIT PRICES LIST STATE CONTRACT NO: PREPARED DATE: STATE PROJECT NO: 06 U REVISED DATE: SECTION 06 ADDITIVE # ITEMS LI/ UNITS/ UNIT BID AMOUNT BID ITEM ESTIMATED -IN NUMBERS- -IN NUMBERS- NUMBER ITEM DESCRIPTION QUANTITY DOLLARS CTS DOLLARS CTS 30 COMPACTION OF EARTHWORK CUYD (TYPE B) (MR-90) COMMON EXCAVATION (URB) CUYD ROCK EXCAVATION CUYD SIDEWALK CONSTRUCTION ( SQYD 4") (AE) SIDEWALK CONSTRUCTION ( SQYD 6") (AE) SIDEWALK RAMP SQYD CURB, EDGE (SPECIAL) (AE) LNFT TEMPORARY SEEDING UM BIODEGRADABLE LOG ( 9") LNFT FILTER SOCK ( 8") LNFT CONTRACTOR Check:

11 KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 6 UNIT PRICES LIST STATE CONTRACT NO: PREPARED DATE: STATE PROJECT NO: 06 U REVISED DATE: SECTION 07 ADDITIVE # ITEMS LI/ UNITS/ UNIT BID AMOUNT BID ITEM ESTIMATED -IN NUMBERS- -IN NUMBERS- NUMBER ITEM DESCRIPTION QUANTITY DOLLARS CTS DOLLARS CTS 4 CONTRACTOR CONSTRUCTION UM STAKING CLEARING AND GRUBBING UM COMPACTION OF EARTHWORK CUYD (TYPE B) (MR-90) COMMON EXCAVATION (URB) CUYD ROCK EXCAVATION CUYD SIDEWALK CONSTRUCTION ( SQYD 4") (AE) SIDEWALK CONSTRUCTION ( SQYD 6") (AE) SIDEWALK RAMP SQYD CURB, EDGE (SPECIAL) (AE) LNFT TEMPORARY SEEDING UM CONTRACTOR Check:

12 KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 7 UNIT PRICES LIST STATE CONTRACT NO: PREPARED DATE: STATE PROJECT NO: 06 U REVISED DATE: SECTION 07 ADDITIVE # ITEMS LI/ UNITS/ UNIT BID AMOUNT BID ITEM ESTIMATED -IN NUMBERS- -IN NUMBERS- NUMBER ITEM DESCRIPTION QUANTITY DOLLARS CTS DOLLARS CTS 5 BIODEGRADABLE LOG ( 9") LNFT FILTER SOCK ( 8") LNFT GRAND TOTAL : $ CONTRACTOR Check: