Tender For Short Term Maintenance Work Between Km. 0.000 To 22.800 Of Nh 953 Songadh Bardipada Section Of Nh 953 In The State Of Gujarat, bharuch-Gujarat

Tender For Short Term Maintenance Work Between Km. 0.000 To 22.800 Of Nh 953 Songadh Bardipada Section Of Nh 953 In The State Of Gujarat; 2 Providing Spot Reconditioning, Reconstruction And Regravelling To Repair Specific Erosion Or Other Damages For Restoring The Eroded Area To Originally Constructed Cross Section On Cuts And Fills Slopes / Shoulders Conformingtotechnicalspecificationsclauseno. 3002.Fillmaterialshouldbebroughtfromborrow Areas Located Outside Row Conforming To Technical Specification No. 305. Watered And Well Compacted Withplatecompactororpowerrammerwithall Leads And Lifts As Directed By The Engineer ( Quantity Ofcompactedfillmaterialtobemeasuredon Cross Sectional Area Basis ) 3 Clearing And Grubbing Road Land . ( Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. ) ( I ) By Manual Means;A. In Area Of Light Jungle 4 Providing, Laying And Compacting Granular Sub Base ( Gsb ) Withapprovedmaterialscompleteas Per Technicalspecificationsclause401conforming To Table400-1Asperapprovalof Engineer-In-Charge. ( For Grading-Iii Material ) 5 Providing, Laying And Compacting Wet Mix Macadam ( Wmm ) Base Course With Approved Materials Complete Aspertechnicalspecificationsclauseno.406Of Morth & Asperapprovalof Engineer-In-Charge. 6 Providing, Layingandcompactingdensegraded Bituminousmacadamcompleteaspertechnical Specificationclauseno.505Includingtackcoatas Per Technical Specifications Clause No.503 Using Vg 40 Grade Bitumen ) [ For Grade-Ii, Bitumen@4.5% Rate ] 7 Providing, Layingandcompactingbituminous Concreteaspertechnicalspecificationclauseno. 507 Including Tack Coat As Per Technical Specifications Clause No. 503 Using Vg 40 Grade Bitumen ) [ For Grade-Ii, Bitumen@5.4% Rate ] 8 Slurry Seal Providing And Laying Slurry Seal Consisting Of A Mixture Of Fine Aggregates, Portland Cement Filler, Bituminous Emulsion And Water On A Road Surface Including Cleaning Of Surface, Mixing Of Slurry Seal In A Suitable Mobile Plant, Laying And Compacting To Provide Even Riding Surface ) ( Iii ) Upto 1.5 Mm Thickness 9 Slurry Seal Providing And Laying Slurry Seal Consisting Of A Mixture Of Fine Aggregates, Portland Cement Filler, Bituminous Emulsion And Water On A Road Surface Including Cleaning Of Surface, Mixing Of Slurry Seal In A Suitable Mobile Plant, Laying And Compacting To Provide Even Riding Surface ) ( Ii ) 1.5 To 3.0 Mm Thickness 10 Slurry Seal : Providing And Laying Slurry Seal Consisting Of A Mixture Of Fine Aggregates, Portland Cement Filler, Bituminous Emulsion And Water On A Road Surface Including Cleaning Of Surface, Mixing Of Slurry Seal In A Suitable Mobile Plant, Laying And Compacting To Provide Even Riding Surface ) ( I ) 3.0 To 5.0 Mm Thickness 11 Fog Seal : Providing And Applying Low Viscosity Bitumen Emulsion Forsealingcrackslessthen3mmwideorincipient Frettingordisintegrationinanexistingbitumenous Surfacing Complete As Per Morth Specificaions Clause 3004.3.2 And As Per Direction Of The Engineer- In-Charge 12 Restoration Of Rain Cuts ( Restoration Of Rain Cuts With Soil, Moorum, Gravel Or A Mixture Of These, Clearing The Loose Soil, Benching For 300 Mm Width, Laying Fresh Material In Layers Not Exceeding 250 Mm And Compacting With Plate Compactor Or Power Rammers To Restore The Original Alignment, Levels And Slopes ) 13 Hire Charges For Jcb Machine For Removal Of Earth, Debris, Trees, Plants, Advertisement Hoarding… Etc. Comp. Including Charges Of Driver, Helper, Fuel, Oil Etc. Completed. 14 Hire Charges For Hydraulic Excavator / Hitachi Or Equivalentmachine / Crawler Mounted Excavator ( Bucket Capacity > 1.0 Cum ) For Removal Of Earth, Debris, Trees, Plants, Advertisement Hoarding And Other Civil Work Etc. Comp. Including Charges Of Operators, Pol Etc. 15 Hire Charges For Tractor With Trolly / Blade On Front And Cultivator On Back Including Diesel, Oil, Operator, Helperetc. Comp. For Earth Work, Carriage, Removal Of Debris Etc. 16 Supplying Labour Per Day At Site Of Work For Different Type Of Work As Directed ( With Tools And Plants ) 17 Bituminous Cold Mix ( Including Gravel Emulsion ) ( Providing, Laying And Rolling Of Bituminous Cold Mix On Prepared Base Consisting Of A Mixture Of Unheated Mineral Aggregate And Emulsified Or Cutback Bitumen, Including Mixing In A Plant Of Suitable Type And Capacity, Transporting, Laying, Compacting And Finishing To Specified Grades And Levels. ) ( I ) Using Bitumen Emulsion And 9.5 Mm Or 13.2 Mm Nominal Size Aggregate 18 Repairtoalltypesofdamagedbrickmasonry Work In Superstructure And Substructure Of Bridges / Cd Works Including Dismantling Of Damaged Portion And Reconstructing To Match With Existing Pattern Without Causing Any Damage To The Structure Using Brickmasonry Workincement Mortar 1:3 Completeinallrespectsasdirectedbytheengineer In Charge Conformingtomorth Specifications Clause No. 1000 And 1300. The Rate Quoted Should Be After Due Consideration Of The Salvage Value Of The Dismantled Material. 19 Repairtoalltypesofdamagedstone Masonry Work In Superstructure And Substructure Of Bridges / Cd Works Including Dismantling Of Damaged Portion And Reconstructing To Match With Existing Pattern Without Causing Any Damage To The Structure Using Random Rubble Masonry Workincement Mortar 1:3 Completeinallrespectsasdirectedbytheengineer In Charge Conformingtomorth Specifications Clause No. 1000 And 1400. The Rate Quoted Should Be After Due Consideration Of The Salvage Value Of The Dismantled Material. 20 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( A ) Pcc Grade M15 21 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( F ) Rcc Grade M25 22 Plain / Reinforced Cement Concrete In Super-Structure As Per Drawing And Technical Specification ( A ) Grade M20 23 Supplying, Fitting And Placing Tmt Bar Fe 550D Reinforcement Complete As Per Drawing And Technical Specifications 24 Applying Epoxy Mortar Over Leached Honey Combed And Spalled Concrete Surface And Exposed Steel Reinforcement Complete As Per Technica L Specifications Clause 2804 And As Per Approval Of The Engineer. 25 Guniting Concrete Surface With Cement Mortar Applied With Compressor After Cleaning Surface And Spraying With Epoxy Complete As Per Technical Specification 26 Providing And Inserting Nipples With Approved Fixing Compound After Drilling Holes For Grouting As Per Technical Specifications Including Subsequent Cutting / Removal And Sealing Of The Hole As Necessary Of Nipples After Completion Of Grouting With Cement / Epoxy 27 Sealing Of Cracks / Porous Concrete By Injection Process Through Nipples / Grouting Complete As Per Technical Specification. ( A ) Cement Grout 28 Sealing Of Crack / Porous Concrete With Epoxy Grout By Injection Through Nipples Complete As Per Clause 2803.1. 29 Gabian Structure For Erosion Control, River Training Works And Protection Works ( Providing And Constructing Gabain Structures For Erosion Control, River Training Works And Protection Works With Wire Crates Of Size 2 M X 1 M X 0.3 M Each Divided Into 1M Compartments By Cross Netting, Made From 4 Mm Galvanised Steel Wire @ 32 Kg Per 10 Sqm Having Minimum Tensile Strength Of 300 Mpa Conforming To Is:280 And Galvanizing Coating Conforming To Is:4826, Woven Into Mesh With Double Twist, Mesh Size Not Exceeding 100 Mm X 100 Mm, Filled With Boulders With Least Dimension Of 200 Mm, All Loose Ends To Be Securely Tied With 4 Mm Galvanised Steel Wire. ) 30 Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe On First Class Bedding In Single Row . ( Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts On First Class Bedding Of Granular Material In 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. ( A ) 1000 Mm Dia. 31 Providing And Laying Stone Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Complete As Per Drawing And Technical Specifications Clause No. 2504 Complete In All Respects As Directed By Engineer 32 Providing And Laying Of Filter Media With Granular Materials / Stone Crushed Aggregates Satisfying The Requirements Laid Down In Clause 2504.2.2. Of Morth Specifications To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Provided Over The Entire Surface Behind Abutment, Wing Wall And Return Wall To The Full Height Compacted To A Firm Condition Complete As Per Drawing And Technical Specification. 33 Providing And Laying Boulders Apron On River Bed For Protection Against Scour With Stone Boulders Weighing Not Less Than 40 Kg Each Complete As Per Drawing And Technical Specification. 34 Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification ( A ) Granular Material 35 Type - A, W : Metal Beam Crash Barrier ( Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road / Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground / Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 811 ) 36 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface ( Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. ) 37 Supply & Fixing Cats Eye ( Stimsonite ) Made Out Acrilo Beautile Sterine Injuction High Compressed Molding With Reflector Made Of Mmc Prismatic Type Size 12Cms. X 6Cms X 2.5Cms. Provided With Bituminous Adhesive 100Gms With Each Unit For Fixing. 38 Retro- Reflectorised Traffic Signs ( Route Marker Sign / Chevron Board: ) ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) ( Xi ) 60 Cm X 50 Cm Rectangular 39 Hazard Marker Sign :Direction And Place Identification Signs Upto 0.9 Sqm Size Board. ( Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area Not Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 X 45 X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 40 Retro- Reflectorised Traffic Signs ( Cautionary / Warning Sign: ) ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) ( Iv ) 60 Cm Equilateral Triangle 41 Retro- Reflectorised Traffic Signs ( Speed Limit Sign: ) ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) ( Viii ) 60 Cm Circular 42 Retro- Reflectorised Traffic Signs ( Village Name Board / Accident Prone Zone Sign: ) ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) ( Ix ) 90 Cm X 75 Cm Rectangular 43 Retro- Reflectorised Traffic Signs ( Bump Ahead / Misc / Name. ) ( Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) ( Xii ) 60 Cm X 45 Cm Rectangular 44 Kilo Metre Stone ( Reinforced Cement Concrete M15grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc ) ( I ) 5Th Kilometre Stone ( Precast ) 45 Kilo Metre Stone ( Reinforced Cement Concrete M15grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc ) ( Ii ) Ordinary Kilometer Stone ( Precast ) 46 Kilo Metre Stone ( Reinforced Cement Concrete M15grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc ) ( Iii ) Hectometer Stone ( Precast ) 47 Applying Two Coats Of Geru & Lime On Tree Up To 1.50 Mtr Height ( 1.20 Mtr. Geru + 0.30 Mtr. Lime Including Cost Of Labour, Material Etc. Complete.For Tree With All Perimeter 48 Painting Two Coats On New Concrete Surfaces ( Painting Two Coats After Filling The Surface With Synthetic Enamel Paint In All Shades On New Plastered Concrete Surfaces ) 49 Painting And Printing Letters On Kilometer Stone 3-Coats With Synthetic Enamel Paint. ( I ) Ordinary Kilometer Stone 50 Painting And Printing Letters On Kilometer Stone 3-Coats With Synthetic Enamel Paint. ( Iii ) 5Th Kilometer Stone. 51 Painting And Printing Letters On Kilometer Stone 3-Coats With Synthetic Enamel Paint. ( Iv ) Hectometer Stone ( 200M Stone ) 52 Numbering The C.D. Work With Approved Paint Including All Materials For Painting Etc. Complete 53 Cleaning The Existing Black Topped Surface With Shovel, Brooms, Etc. And Disposing Off The Collected Dirt / Dustup To 100 Metre Away As Directed By Engineer-In-Chargesetc. Complete. 54 Tree Guard Sign :-Providing & Fixing Sign Board Made Out Of 2Mm Aluminium Sheet / 3Mm Acp ( Aluminum Composite Panel ) , Size 30Cms Diameter Circle, Pretreated With Phospheting Process And Acid Etching, Painted With One Coat Of Epoxy Primer And Two Coats Of Best Quality Epoxy Paint Reflectorised With Retro Reflective Sheeting As Per Latest M.O.S.T. Specifications. A Warranty For 10 Years For The Retro Reflective Sheeting From Original Manufacturer & A Certified Copy Of 3 Year Outdoor Exposure Test Report From Third Party Test Lab For The Product Offered Shall Be Submitted By Contractor. ( A ) Class-C Type-11 Retro Reflective Sheeting 55 Flexible Median Marker : Providing And Fixing Of Flexible Median Marker That Are Made Of Tough, High Impact Resistant, Injection-Molded, Thermoplastic Body With Property Of Flexibility To Provide High Durability. The Dimension Of Flexible Median Marker Should Not Exceed 18.4 Cm In Height ( Including Shank Height ) , 12.5 Cm In Width. , 0.65 Cm In Thickness And Shank Depth Shall Be 3.4 Cm The Body Structure Shall Be Rounded At All Its Corners And Edges. The Plastic Used For Molding The Flexible Median Marker Should Survive Impact Load Of 5Kg Continuously For 750 Times At Room Temperature. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body In The Injection Molding Process. The Median Marker Shall Have Flame Like Shaped Body With, Fluorescent Yellow Color Retro-Reflective Sheeting Of Size Not Less Than 90 Cm Square, With Fully Reflective Micro Prismatic Cube Corners As Its Retro-Reflective Elements As Per Irc 67 2012 And Astm D4956-09 Type Xi Specifications Reflectivity Values. The Retro-Reflective Sheeting Shall Be One Or Both Sides Of The Flexible Median Marker And Shall Be Edge Protected With No Exposed Edges Which Will Prevent Edge Lifting, Vandalism, Sheeting Damage, Etc. The Flexible Median Marker Shall Be Fixed By A Combination Of Epoxy Adhesive And Grouting As Recommended By Manufacturer And Engineer In Charge. 56 Rumble Strips ( Providing Rumble Strips Covered With Premix Bituminous Carpet, 15-20 Mm High At Center, 250 Mm Wide At Ocations Sugeested By Authority To Control Speed, Marked With White Strips Of Road Marking Paint.Nos. And Spacing As Directed By Engineer Incharge. 57 Providing And Fixing Pre-Cast Rubber Dye Inter Locking Concrete Block 60Mm Thick With Grade Of Concrete M200 Pnumatic Compressed By Mechanically Pressed And As Per Approved Design Including 75Mm Sand Layer / Mixing Of Stone Dust And 2-4Mm Grit Pareticle For Levelling And Filling The Joint With Sand In Proper Line And Level Etc Complete.

INR 10000 /-

INR 393000.0 /-

INR 3.93 Crore /-

Name of Work: Short Term maintenance work between Km. 0.000 to 22.800 of N.H.- 953(Songadh - Bardipada Section) of N.H.-953 in the State of Gujarat.

Sl. No.	Item Description
1	Item Description
2	Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/shoulders conformingtoTechnicalSpecificationsClauseno. 3002.Fillmaterialshouldbebroughtfromborrow areas located outside ROW conforming to Technical Specification no. 305. Watered and well compacted withplatecompactororpowerrammerwithall leads and lifts as directed by the Engineer (Quantity ofcompactedFillmaterialtobemeasuredon cross sectional area basis)
3	Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) By Manual Means; A. In area of light jungle
4	Providing, Laying and compacting Granular Sub Base(GSB)withapprovedmaterialscompleteas per TechnicalSpecificationsClause401conforming to Table400-1asperapprovalof Engineer-in-Charge. (for grading-iii material)
5	Providing, laying and compacting Wet Mix Macadam (WMM) base course with approved materials complete asperTechnicalSpecificationsClauseno.406of MoRTH & asperapprovalof Engineer-in-Charge.
6	Providing,layingandcompactingDenseGraded BituminousMacadamcompleteaspertechnical SpecificationClauseno.505includingtackcoatas per Technical Specifications Clause no.503 using VG 40 grade bitumen) [For Grade-II, bitumen@4.5% rate]
7	Providing,layingandcompactingBituminous ConcreteaspertechnicalSpecificationClauseno. 507 including tack coat as per Technical Specifications Clause no. 503 using VG 40 grade bitumen) [For Grade-II, bitumen@5.4% rate]
8	Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface) (iii) upto 1.5 mm thickness
9	Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface) (ii) 1.5 to 3.0 mm thickness
10	Slurry Seal : Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface) (i) 3.0 to 5.0 mm thickness
11	Fog Seal : Providing and applying low viscosity bitumen emulsion forsealingcrackslessthen3mmwideorincipient frettingordisintegrationinanexistingbitumenous surfacing complete as per MoRTH Specificaions Clause 3004.3.2 and as per direction of the Engineer- in-Charge
12	Restoration of Rain Cuts (Restoration of rain cuts with soil,moorum,gravel or a mixture of these,clearing the loose soil,benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment,levels and slopes)
13	Hire charges for JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of driver, helper, fuel, oil etc. Completed.
14	Hire charges for Hydraulic Excavator / Hitachi or equivalentmachine / Crawler Mounted Excavator (Bucket Capacity > 1.0 cum) for removal of Earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, POL etc.
15	Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc.
16	Supplying labour per day at site of work for different type of work as directed (with tools and plants)
17	Bituminous Cold Mix ( Including Gravel Emulsion) (Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels.) (i) Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate
18	Repairtoalltypesofdamagedbrickmasonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using brickmasonry workincement mortar 1:3 completeinallrespectsasdirectedbytheEngineer in charge conformingtoMoRTH Specifications Clause no. 1000 and 1300. The rate quoted should be after due consideration of the salvage value of the dismantled material.
19	Repairtoalltypesofdamagedstone masonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using Random rubble masonry workincement mortar 1:3 completeinallrespectsasdirectedbytheEngineer in charge conformingtoMoRTH Specifications Clause no. 1000 and 1400. The rate quoted should be after due consideration of the salvage value of the dismantled material.
20	Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (A) PCC Grade M15
21	Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25
22	Plain/Reinforced cement concrete in super-structure as per drawing and Technical Specification (A) Grade M20
23	Supplying,fitting and placing TMT bar Fe 550D reinforcement complete as per drawing and technical specifications
24	Applying Epoxy mortar over leached honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technica l Specifications Clause 2804 and as per approval of the Engineer.
25	Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification
26	Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
27	Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. (A) Cement Grout
28	Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.
29	Gabian Structure for Erosion Control,River Training Works and Protection works (Providing and constructing gabain structures for erosion control,river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting,made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826,woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm,filled with boulders with least dimension of 200 mm,all loose ends to be securely tied with 4 mm galvanised steel wire.)
30	Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in 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. (A) 1000 mm Dia.
31	Providing and laying stone Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Clause no. 2504 complete in all respects as directed by Engineer
32	Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
33	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
34	Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (A) Granular Material
35	Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
36	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
37	Supply & fixing cats eye (Stimsonite) made out Acrilo beautile sterine injuction high compressed molding with reflector made of MMC prismatic type size 12cms. x 6cms x 2.5cms. Provided with bituminous adhesive 100gms with each unit for fixing.
38	Retro- reflectorised Traffic signs (Route Marker Sign/Chevron Board:) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (xi) 60 cm x 50 cm rectangular
39	Hazard Marker Sign : Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
40	Retro- reflectorised Traffic signs (Cautionary / Warning sign:) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (iv) 60 cm equilateral triangle
41	Retro- reflectorised Traffic signs (Speed Limit sign:) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (viii) 60 cm circular
42	Retro- reflectorised Traffic signs (Village Name Board/Accident Prone Zone sign:) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (ix) 90 cm x 75 cm rectangular
43	Retro- reflectorised Traffic signs (Bump Ahead/Misc/Name.) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (xii) 60 cm x 45 cm rectangular
44	Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) 5th kilometre stone (precast)
45	Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast)
46	Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (iii) Hectometer stone (Precast)
47	Applying two coats of Geru & Lime on tree up to 1.50 mtr height (1.20 mtr. Geru + 0.30 mtr. Lime including cost of labour, material etc. complete. For Tree with all perimeter
48	Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
49	Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. (i)Ordinary Kilometer stone
50	Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. (iii)5th Kilometer stone.
51	Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. (iv) Hectometer stone (200m stone)
52	Numbering the C.D. work with approved paint including all materials for painting etc. complete
53	Cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt/dustup to 100 metre away as directed by engineer-in-chargesetc. complete.
54	Tree Guard sign :-Providing & fixing sign board made out of 2mm aluminium sheet / 3mm ACP (Aluminum composite Panel) , size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting
55	Flexible Median Marker : Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer and Engineer in charge.
56	Rumble Strips (Providing rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide at ocations sugeested by authority to control speed, marked with white strips of road marking paint.Nos. and spacing as directed by Engineer incharge.
57	Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M200 pnumatic compressed by mechanically pressed and as per approved design including 75mm Sand layer/Mixing of stone dust and 2-4mm grit pareticle for levelling and filling the joint with sand in proper line and level etc complete.