Notice Inviting Tender (NIT) by the State Government Of Maharashtra for Upgradation To Aheri - Khamancheru Road O.D.R.-64 Lr-84 In Taluka Aheri Cleaning Grass And Removal Of Rubbish Up To A Distance Of 30M Outside The Periphery Of The Area As Per Technical Specification Clause 201 Item No. 2.1 / P.No. 8 Scarifying The Existing Bituminous Road Surface To A Depth Of 150Mm And Disposal Of Scarified Material With A Lift Upto 3M And Lead Upto 1000M As Per Technical Specification Clause 301.4 Item No. 3.20 / P.No. 13 Excavation For Roadway In Soil With Hydraulic Excavator Of 0.90 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transportating To The Embankent Location With A Lift Upto 1.50 M. And Lead Upto 1000 M. As Per Technical Specification Clause 302.3 Item No. 3.5 Iii / P.No. 14 Construction Of Embankment With Approved Materials With 95% P.D. Deposited At Site From Roadway Cutting And Excavation From Drain And Foundation Of Other Structures Graded And Compacted To Meet Requirement Of Table 300.1 And 300.2 As Per Technical Specification Clause 301.5 For P.D.95% To 100% Item No. 3.3 / P.No. 13 Construction Of Embankment With Approved Material With Cbr Of 5% Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting And 95% P.D. To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto With All Left & Lead As Per Technical Specification Clause 301.5 Item No. 3.4 / Page No. 13 Granular Sub - Base /Base/Surface Course With Local Materials Table 400.13 By Mix In Place Method Noral Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. Item No. 4.11 I/ P.No. 24 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. Item No. 4.8 2A/ P.No. 23 Construction Of Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting With Vibratory Roller To Meet Requirement Of Table 300.2 With Lead Upto 1000M As Per Technical Specification Clause 303.1 Item No. 3.11/ P.No. 16 Construction Of 50 Mm Thick Modified Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. Item No. 5.5 A/ P.No. 28 Providing And Applying Tack Coat With Bitumen Emulsion Rs-1 Using Emulsion Distributor At The Rate Of 0.225 Kg / Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 Item.No. 5.2 I/ P.No. 27 Above M.P.M. Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2Mm To 5.6Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat As Per Technical Specification Clause 508. Excluding Seal Coat I.No. 5.7 Case-Ii I/ P.No. 29 Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type B, As Per Technical Specification Clause 510 Item No. 5.9 Case-Ii Type-B I/ P.No. 30 Reinforced Cement Concrete M-15 Grade Ordinary Kilometer Stone Precast Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703. I.No. 10.9 Ii / P.No. 41 Reinforced Cement Concrete M-15 Grade 200M Stone Precast Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703. I.No. 10.9 Iii / P.No. 41 Reinforced Cement Concrete M-15 Grade Boundary Pillar/ Local Stone Of Standard Design As Per Irc: 25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704. Item No. 10.10 / P.No. 41 Painting Lines, Dashes, Arrows Etc. On Roads In Two Coats On New Work With Ready Mixed Road Marking Paint Conforming To Is:164 On Bituminous/Concrete Surface, Including Cleaning The Surface Of All Dirt, Dust And Other Foreign Matter, Demarcation At Site And Traffic Control As Per Drawing And Technical Specification Clause 1702 Item No. 10.7 / P.No. 40 Providing & Constructing Cc M-15 Tbm Stone Of Size 0.30X0.30X0.75M Including Excavation, Cc M-10 For Foundation, Painting, Lettering With Mmgsy Logo, Curing, Finishing Etc. Complete. Providing And Fixing Of Typical Mmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos 75Mm X 75Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 Item No. 10.13 / P.No. 42 Providing And Fixing Of Semi Reflective Cautionary, Mandatory And Informatory Sign Board As Per Irc:67 Made Of 1.5 Mm Thick Ms Sheet Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Roads Of Required Shade And Colour Supported And Welded On 47Mm X 47 Mm X 12 Swg Sheet Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundations With M-15 Grade Cement Concrete 450X450x600 Mm, 600 Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2 Item No. 10.2 B / P.No. 39Iv 800Mm X 600Mm Rectangular Ii 600Mm Equilateral & Triangle Providing And Fixing A Typical Mmgsy Citizen Information Board As Per Specifications Provided On Detailed Drawing Of Nrrda Having Size Of 2500 X 1150 Mm With 75 Mm Square Or Round Steel Tube For Support Fixed In Concrete Block Of 60 X 60 X 75 Cm Size . Information As Provided In Drawing Of Nrrda Shall Be Displayed On A Cr/ Gi Sheet Of Appropriate Thickness And Fixed At Steel Frame With 5Mm Steel Plate. All Lettering And Printing Arrows Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Clolured As Mentioned In Detailed Drawing. All Sections Of Framed Posts And Steel Tube Shall Be Painted With Primer And Two Coat Epoxy Paint As Per Drawing. Rate As Per Rd& Wc Deptt.No Cmgsy-2007/Cr/145/Yojana-9 Dt. 4-4-2017Item No. 10.14 / P.No. 44 Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Item No. 11.1 / P.No. 44 Rubble Filling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 Item No. 11.2 Ii / P.No. 45 Providing Concrete For Plain Cement Concrete M-10 In Foundations Complete As Per Drawings And Technical Specification Clauses 802, 803, 1202 And 1203. Item No. 11.4 I I / P.No. 46 Using 43 Grade Opc Cement Providing Concrete For Plain Cement Concrete M-15 In Foundation Complete As Per Drawings And Technical Specification Clauses 802, 803, 1202 And 1203. Item No. 11.4 I I / P.No. 46 Using 43 Grade Opc Cement Providing And Laying Reinforced Cement Concrete M-20 In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 Item No. 13.1 I Iii / P.No. 51 Using 43 Grade Opc Cement Supplying Fitting And Placing Tmt Bar Reinforcement In Superstructure Complete As Per Drawings And Technical Specification Clauses 1002, 1010 And 1202 Item No. 13.3 / P.No. 51 Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000M As Per Technical Specification Clause 202. Item No. 2.5 I B / P.No. 11 Removing All Types Of Hume Pipes And Stacking Within A Lead Of 1000 M Including Earthwork And Dismantalling Of Masnory Works As Per Technical Specification Clause 202 Item No. 2.7 / P.No. 12 Earthwork In Excavation For Foundation Of Structures Upto 3M Depth As Per Drawing And Technical Specification Clause 1104 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material. Item No. 9.1 / P.No. 37 Providing Concrete For Plain Cement Concrete M-10 In Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Item No. 11.4 I I / P.No. 46 Using 43 Grade Opc Cement Plain Cement Concrete Grade M-15 In Substructure Complete As Per Drawings And Technical Specifications Clause 802, 804, 805, 806, 807, 1202 And 1204 Item No. 12.2 I I/ P.No. 48 Using 43 Grade Opc Cement Providing And Laying Reinforced Cement Concrete M-20 In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 Item No. 13.1 I Iii / P.No. 51 Using 43 Grade Opc Cement Supplying Fitting And Placing Tmt Bar Reinforcement In Superstructure Complete As Per Drawings And Technical Specification Clauses 1002, 1010 And 1202 Item No. 13.3 / P.No. 51 Earthwork In Excavation For Foundation Of Structures Upto 3M Depth As Per Drawing And Technical Specification Clause 1104 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material. Item No. 9.1 / P.No. 37 Rubble Filling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 Item No. 11.2 Ii / P.No. 45 Providing Concrete For Plain Cement Concrete M-10 In Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Item No. 11.4 I I / P.No. 46 Using 43 Grade Opc Cement Plain Cement Concrete Grade M-15 In Substructure Complete As Per Drawings And Technical Specifications Clause 802, 804, 805, 806, 807, 1202 And 1204 Item No. 12.2 I I/ P.No. 48 Using 43 Grade Opc Cement Providing And Laying Reinforced Cement Concrete Pipe Np2 For Culverts On First Class Bedding Of Granular Material And Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets. Clause 1106. Item No. 9.4/ P.No. 37 in Gadchiroli - Maharashtra has been published.
The last date of this tender is 05/02/2021, work value is  0 (Refer Doc) INR, EMD is  214000 INR and tender document fees is  5000 INR
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