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Job Work Of Providing, Supplying And Erection Of Safety Guard Railing By Fixing Steel Anchor Dowel In Hard Concrete Block Available On Site Including Drilling Holes For Ashwi And Galnimb K.T. Weirs K.T. Weir Under The Control Of Ex. Engr., Ahmedna 2026/Wrd/Safety Guard Railing/ Ashwi And Galnimb K.T. Weir /01
Gem Bids For Procurement, Lock Setting Pin 8 Nos Each For Main Girder, Lock Settingplate 4 Nos Each For Main Girder, Lock Sealing Bolt 4 Noseach For Main Girder, Dowel Pin 8 Nos Each For Main Girder, Split Pin 8 Nos Each For Main Girder, Nut Bolt And Washer 8Nos Each For Main Girder, Bolt Plate 4 Nos Each For Maingirder, Frame Locking Pin 4 Nos Each For Main Girder, Locking Sealing Pin Bracket 4 Nos Each For Main Girder, Barrel 32 Nos Each For Cross Girder, Essentric Bolt 32 Noseach For Cross Girder, Essentric Locking Nut 32 Nos Eachfor Cross Girder, Steel Dowel Pin 10Mm 32 Nos Each Forcross Girder, Steel Dowel Pin 06Mm 32 Nos Each For Crossgirder, Spring Disc Washer 128 Nos Each For Cross Girder
Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.e Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (as Per I.s.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[morth Specification : Clause 401]. By Mechanical Means. For Grading-ii Material Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. Construction Of Un-reinforced , Plain Cement Concrete Pavement M30 (grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately). Providing And Fixing Of Dowel Bars Of Mild Steel Confirming To Is : 432 Of Specified Length And Diameters As Per Morth Specification Irc 15 & 58 Including Cutting, Placing In Position Across Transverse Joint With Proper Spacing, Providing With Pvc Sleeve Complete As Per Drawing, Technical Specification And As Per Direction Of The Engineer-in-charge. Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305.3 Supply & Fixing Of Flood Gauge (water Gauge) As Per I.r.c. 67 Standard 200 Cm Long Fixed On Angle Iron Posts 50x50x6 Mm, 2.6 M Long Providing And Fixing Of Retro-reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3.1 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 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Morth Specification Clause 801 800 Mm X 600 Mm Rectangular Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Morth Specification Clause 801 Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil Upto 3 M Depth Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6 Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 R.c.c Grade M 20 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 Chhabra Jharkheri Mandkho Km. 3/400
Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil Upto 3 M Depth Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6 Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 R.c.c Grade M 20 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c Grade M 20 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c. Grade M 25 Supplying, Fitting And Placing Hysd Bar Reinforcement (fe 415) In Substructrue Complete As Per Drawings And Morth Specification Clauses 1009,1600 & 2202 Providing Weepholes In Brick Masonry/stone Masonry, Plain/reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(v):20(h) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 R.c.c. Grade M 30 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Morth Specifications Clauses 1700 And 2702.2 Providing And Fixing 20 Mm Thick Compressible Fibre Board In Expansion Joint Complete As Per Drawing And Morth Specifications Clause 2604 Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Stone Masonry, Including Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lift And Lead Of 1000 M As Per Morth Specification Clause 202. Rubble Stone Masonry In Cement Mortar Supply & Fixing Of Flood Gauge (water Gauge) As Per I.r.c. 67 Standard 200 Cm Long Fixed On Angle Iron Posts 50x50x6 Mm, 2.6 M. Long. Construction Of Embankment With Material Obtained From Borrow Pits Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305 Granular Sub-base With Close Graded Material (table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.e Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (as Per I.s.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[morth Specification : Clause 401]. By Mechanical Means. For Grading-ii Material Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. Construction Of Un-reinforced , Plain Cement Concrete Pavement M30 (grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately). Providing And Fixing Of Dowel Bars Of Mild Steel Confirming To Is : 432 Of Specified Length And Diameters As Per Morth Specification Irc 15 & 58 Including Cutting, Placing In Position Across Transverse Joint With Proper Spacing, Providing With Pvc Sleeve Complete As Per Drawing, Technical Specification And As Per Direction Of The Engineer-in-charge. Providing And Fixing Of Retro-reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3.1 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 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Morth Specification Clause 801 600 Mm X 450 Mm Rectangular Chhabra Gugor Road To Kadia-kotdi Till Daulatpur Near Kadia Village
Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil Upto 3 M Depth Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6 Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 R.c.c Grade M 20 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c Grade M 20 Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M R.c.c. Grade M 25 Supplying, Fitting And Placing Hysd Bar Reinforcement (fe 415) In Substructrue Complete As Per Drawings And Morth Specification Clauses 1009,1600 & 2202 Providing Weepholes In Brick Masonry/stone Masonry, Plain/reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(v):20(h) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 R.c.c. Grade M 30 Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Morth Specifications Clauses 1700 And 2702.2 Providing And Fixing 20 Mm Thick Compressible Fibre Board In Expansion Joint Complete As Per Drawing And Morth Specifications Clause 2604 Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 Drainage Spouts Complete As Per Drawing And Morth Specifications Clause 2705 Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Stone Masonry, Including Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lift And Lead Of 1000 M As Per Morth Specification Clause 202. Rubble Stone Masonry In Cement Mortar Construction Of Embankment With Material Obtained From Borrow Pits Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305.3 Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.e Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (as Per I.s.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[morth Specification : Clause 401]. By Mechanical Means. For Grading-ii Material Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. Construction Of Un-reinforced , Plain Cement Concrete Pavement M30 (grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately). Providing And Fixing Of Dowel Bars Of Mild Steel Confirming To Is : 432 Of Specified Length And Diameters As Per Morth Specification Irc 15 & 58 Including Cutting, Placing In Position Across Transverse Joint With Proper Spacing, Providing With Pvc Sleeve Complete As Per Drawing, Technical Specification And As Per Direction Of The Engineer-in-charge. Supply & Fixing Of Flood Gauge (water Gauge) As Per I.r.c. 67 Standard 200 Cm Long Fixed On Angle Iron Posts 50x50x6 Mm, 2.6 M Long Providing And Fixing Of Retro-reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3.1 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 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Morth Specification Clause 801 800 Mm X 600 Mm Rectangular Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Morth Specification Clause 801 Bapacha To Dhingrari Via Phaliya Via Kadiyahat Km. 6/550, 9/750
Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.e Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (as Per I.s.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[morth Specification : Clause 401]. By Mechanical Means. For Grading-ii Material Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. Construction Of Un-reinforced , Plain Cement Concrete Pavement M30 (grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately). Providing And Fixing Of Dowel Bars Of Mild Steel Confirming To Is : 432 Of Specified Length And Diameters As Per Morth Specification Irc 15 & 58 Including Cutting, Placing In Position Across Transverse Joint With Proper Spacing, Providing With Pvc Sleeve Complete As Per Drawing, Technical Specification And As Per Direction Of The Engineer-in-charge. Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305.3 Supply & Fixing Of Flood Gauge (water Gauge) As Per I.r.c. 67 Standard 200 Cm Long Fixed On Angle Iron Posts 50x50x6 Mm, 2.6 M Long Providing And Fixing Of Retro-reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3.1 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 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Morth Specification Clause 801 800 Mm X 600 Mm Rectangular Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Morth Specification Clause 801 Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil Upto 3 M Depth Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6 Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 R.c.c Grade M 20 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Morth Specifications Clauses 1009,1600 And 2102 Providing And Laying Reinforced Cement Concrete Pipe Np3 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 Clause 2905. 1000 Mm Dia Bheelwada Neecha To Bhilwara Uncha Km. 0/500, 0/700, 1/200
Procurement Of Spares Of Flowmore Make Pumps Type Hsc 250 300 - Key Pump Half Coup En9 F59752, Oil Seal For Bearing Cover At De Rubber F59753, Bearing Cover De Ci Is 210 F59755, Bearing Housing De Ci Is 210 F59757, Stuffing Box Cover De And Nde Close Grained Ci Is 210 F59759, Key For Impeller 1St Stage En9 F597514, Wearing Ring Casing Bronze Is 218 F597516, Interstage Bush Close Grained Ci Is 210 F597517, Dowel Pin Interstage Bush En9 F597518, Interstage Sleeve Bronze Is 218 F597519, Key For Impellor 2Nd Stage En9 F597520, Shaft Sleeve Bronze Is 218 F597522, Stuffing Box Bush Close Grained Ci Is 210 F597523, Water Seal Ring Bronze Is 218 F597525, O Ring Shaft To Shaft Sleeve Nt Rubber F597526, Split Gland Assembly Close Grained Ci Is 210 F597527, Water Thrower Steel F597529, Oil Seal For Bearing Housing Rubber F597530, Bearing Housing Nde Ci Is 210 F597533, Bearing Cover Nde Ci Is 210 F597535, Lock Nut For Bearing Steel F597536, Lock Washer For Bearing Steel F597537, Shaft Collar Steel F597539, Sleeve Nut Nde Steel F597540, Sleeve Nut De Steel F597550, Spring Dowel Sleeve Steel F597553, Pipe Plug Guage And Air Vent Mi F597555, Priming Plug Steel F597557, Upper Half Casing Close Grained Ci Is 210 F597512, Lower Half Casing Close Grained Ci Is 210 F597543
Supply of Ttieg, 1060 Cd Marker Pencil Bty Aaa Insp Report Form Book 100 Pages Store Label Card Dowel Key 6 Mm Steel Raw Mtrl Testing Bracket Steel Mild Sheet Mtrl Testing Piston Steel 40Cr4 Raw Mtrl Testing Nut Axle Steel Raw Mtrl Testing U Bolt With Nut Mild Steel Raw Mtrl Testing Draw Bar Stand Tubing Steel Raw Mtrl Testing Bolt Steel Raw Mtrl Testing Bracket Latch Assy Raw Mtrl Testing Lock Bolt Crank Mild Steel H R Raw Mtrl Testing Elbow Connector With Plug Brass Rod Raw Mtrl Testing Cover Steel Mild Sht Raw Mtrl Testing
Clamp Plate, Support Block, Retaining Plate, Steel Block, Dowel Retaining Plate, Key Retaining Block, Support Pad Machining Of Item With Bhel Material
Supply Of Springs Washer Taper Pins Etc As Per Annexure, 3629 ZINC PLATED STEEL SPRING WASHER M16 DIN 127B, RS STOCK NO-231-0707, 8 BAGS-EACH BAG QTY 50 NOS , AISI 301 STAINLESS STEEL 301 STAINLESS STEEL SPRING WASHER,M8,DIN 127B, RS STOCK NO-231-0694, 4 BAGSEACH BAG QTY 100 NOS , AISI 301 STAINLESS STEEL 301 STAINLESS STEEL SPRING WASHER,M20,DIN 127B,RS STOCK NO-231-0699, 8 BAGS-EACH BAG QTY 50 NOS , ZINC PLATED STEEL SPRING WASHER M10 DIN 127B,RS STOCK NO-231-0705, 4 BAGS-EACH BAG QTY 100 NOS , RS PRO STEEL EXTENSION SPRING, 50X10MM,RS STOCK NO-751- 865, 5 PACKET -EACH QTY 10 NOS , RS PRO STEEL EXTENSION SPRING, 34.4X12 MM,RS STOCK NO-751-893, 5 PACKETS-EACH QTY 10 NOS , RS PRO M8XSHOULDER BOLT , RS STOCK NO-292-316, 5 BOXES -EACH BOX QTY 10 NOS , RS PRO M10XSHOULDER BOLT, RS STOCK NO-292-372, 10 BOXES-EACH BOX QTY 4 NOS , 3MM DIAMETER GALVANIZED STEEL SPRING PIN, RS STOCK NO-374-020, 10 BAGS-EACH BAG QTY 120 NOS , BRIGHT ZINC PLATED STEEL PLAIN WASHER M24 DIN 7980 ,RS STOCK NO-193-3451, 10 BAGSEACH BAG QTY 25 NOS , 450 PIECE E TYPE EXTERNAL ,INTERNAL STAINLESS STEEL CIRCLIP KIT FOR 13-20 MM, 14- 25 MM SHAFT , RS STOCK NO-278-376 , 5MM DIAMETER PLAIN STEEL TAPER DOWEL PIN 40 MM LONG, RS STOCK NO-270-489, 10 BAGS-EACH BAG QTY 15 NOS , 4MM DIAMETER PLAIN STEEL TAPER DOWEL PIN 20 MM LONG, RS STOCK NO-270-439, 5 BAGS-EACH BAG QTY 20 NOS , 6MM DIAMETER PLAIN STEEL TAPER DOWEL PIN 30 MM LONG, RS STOCK NO-270-495, 5 BAGS-EACH BAG QTY 15 NOS , 6MM DIAMETER PLAIN STEEL TAPER DOWEL PIN 40 MM LONG, RS STOCK NO-270-518, 4 BAGS-EACH BAG QTY 15 NOS , RS PRO PIPE BENDER FOR USE WITH STEEL COPPER 4.75-10MM ,RS STOCK NO-423-6641
