Construction Of Cc Road And Electrification In Adiwasi Wadi Area In Kulgaon Badlapur Municipal Council , Part A - Civil Work , Excavation For Foundation In Earth, Soil Of All Types, Sand, Gravel And Soft Murum, Including Removing The Excavated Material Up To A Distance Of 50 M. Beyond The Building Area And Stacking And Spreading As Directed, Dewatering, Preparing The Bed For The Foundation And Necessary Back Filling, Ramming, Watering Including Shoring And Strutting Etc. Complete. (Lift Upto 1.5 M.) By Mechanical Means , Excavation For Foundation In Earth, Soils Of All Types, Sand,Gravel And Soft Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres Beyond The Building Area And Stacking And Spreading As Directed, Dewatering, Preparing The Bed For The Foundation And Necessary Back Filling, Ramming, Watering Including Shoring And Strutting Etc. Complete. (Lift From 1.5M To 3.0M) By Mechanical Means , Providing Rubble Filling Of Trap/ Granite/ Quartzite Gneiss Stones For Foundations Including Hand Packing Filling Gravel / Sand In The Voids Etc. Complete. , Providing And Laying Cast In Situ/Ready Mix Cement Concrete In M15 Of Trap/ Granite/Quartzite/Gneiss Metal For Foundation / Steps Including Steel Centering, Formwork, Laying/Pumping, Compacting, Roughening Them If Special Finish Is To Be Provided, Finishing Uneven And Honeycombed Surface And Curing Etc. Complete. The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface, Only. Newly Laid Concrete Shall Be Covered By Gunny Bag, Plastic, Tarpaulin Etc. (Wooden Centering Will Not Be Allowed.),With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade , Providing And Laying Cast In Situ/Ready Mix Cement Concrete M-25 Of Trap / Granite /Quartzite/ Gneiss Metal For R.C.C. Work In Foundations Like Raft, Strip Foundations, Grillage And Footings Of R.C.C. Columns And Steel Stanchions Etc. Including Bailing Out Water, Steel Centering, Formwork ,Cover Blocks, Laying/Pumping, Compaction And Curing Roughening The Surface If Special Finish Is To Be Provided (Excluding Reinforcement And Structural Steel) Etc. Complete, With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providing And Laying Cast In Situ/Ready Mix Cement Concrete In M-25 Of Trap/ Granite/ Quartzite/ Gneiss Metal For R.C.C. Pardi Of Required Thickness Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compacting And Roughening Them If Special Finish Is To Be Provided And Curing Complete. (Excluding Reinforcement And Structural Steel).With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providing And Laying Weep Holes Of 100 Mm Diameter Pvc Pipes As Per Drawing For Abutment Returns, Return Walls Etc. Complete. , Providing And Fixing In Position Hcrm / Crs (Corrosion Resistant Steel) Bar Reinforcement Of Various Diameters For R.C.C. Pile Caps, Footings, Foundations, Slabs, Beams Columns, Canopies, Staircase, Newels, Chajjas, Lintels Pardis, Copings, Fins, Arches Etc. As Per Detailed Designs, Drawings And Schedules. Including Cutting, Bending, Hooking The Bars, Binding With Wires Or Tack Welding And Supporting As Required Complete. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary. , Filling In Plinth And Floors With Approved Excavated Material In 15Cm. To 20Cm. Layers Including Watering And Compacting Etc. Complete. , Transportation Of Excavated Material Obtain From Excavation Including Loading ,Unloading And Stacking Upto 5 Km Etc.Complete. , Excavation For Roadway In Earth, Soil Of All Sorts, Sand, Gravel Or Soft Murum Including Dressing Section To The Required Grade, Camber And Side Slopes And Conveying The Excavated Materials With All Lifts Upto A Lead Of 50M. And Spreading For Embankment Or Stacking As Directed. By Mechanical Means. , Providing Dry/ Trap/ Granite/ Quartzite/ Gneiss Rubble Stone Soling 15 Cm To 20 Cm Thick Including Hand Packing And Compacting Etc. Complete. , Construction Of Granular Sub-Base By Providing Close Graded Material, Spreading In Uniform Layers With Motor Grader/ Paver On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 -- By Mix In Place Method And Grading - Iii Material , Construction Of Granular Sub-Base By Providing Close Graded Material, Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 -- By Mix In Place Method And Grading - Ii Material , Construction Of Dry Lean Cement Concrete Subbase Over A Prepared Subgrade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, , 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/ Weigh Batch Mixer, Transported To Site With All Leads And Lifts, Laid With A Paver With Electronic Sensor /By Suitable Means As Approved By Engineerincharge , Compacting With Vibratory Roller, Finishing, Curing And Including Preparation Of Subgrade Surface If Required Etc. Complete. , Providing And Laying In-Situ M40 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383, Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013, Mixed In A Batching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design, Admixtures, Transporting To Site, Spreading, Laying With Approved Make Paver,Compacted And Finished In A Continuous Operation, Finishing To Lines And Grades As Directed By Engineer-In-Charge And Curing By Curing Compound /By Providing Cement Vata In Cement Mortar 1:8 @0.6M X 0.6M Centre To Centre, Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge. , Providing & Laying R.C.C. Running Beam In M-40 Cement Concrete Including Required Formwork Mixing, Compacting & Curing, Etc. Complete Reinforced With 12Mm Dia. (Minimum 4 Nos.)M.S. Main Bars & 6Mm Dia M.S. Rings At 15Cm/C/C To Be Anchored In Slipper Slab Properly With M.S. Reinforcement As Per Drawing Etc. Complete As Specified (Steel Will Not Be Paid Separately). Contractor Has To Make His Own Arrangement For Portable Waterfor Construction / Curing With Hessian Cloth, Etc. & Will Not Be Paid Separately. Beam Size: B) 23Cm. X 30Cm. , Providing And Fixing Heavy Duty Inter Locking Concrete Rubber Mould Glossy Paving Blocks Of 80 Mm Thickness Of Having A Strength Of 400 Kilogram/Sq.Cm. Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 To 30 Mm Thick Including Skirting Joints And Cleaning Etc. Complete. (Using 100% Crushed Sand) , Providing And Laying Cast In Situ/Ready Mix Cement Concrete In M20 Of Trap/ Granite/Quartzite/Gneiss Metal For Plain Or Molded Sills, Cornice, Jambs, Block In Course, Or Architraves Of Required Size And Shapes Including Steel Centering, Plywood/Steel Formwork, Laying/ Pumping, Compacting, Roughening Them If Special Finish Is To Be Provided,Finishing Uneven And Honeycombed Surface And Curing Etc. Complete. The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only. Newly Laid Concrete Shall Be Covered By Gunny Bag, Plastic, Tarpaulin Etc. (Wooden Centering Will Not Be Allowed.)With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixeretc. Complete, With Natural Sand/V.S.I. Quality Artificial Sand , Chamber Raising) Chamber Manholes & Drainage Drops( Add For Every Increase In Depth 30Cm Or Part Therof ) , Providing And Laying Concrete Pipes Of I.S.Np. Class Of 300Mm Diameter In Proper Line, Level And Slope Including Necessary Collars, Excavation, Laying, Fixing With Collars In Cement Mortar 1:1 And Refilling The Trench Complete. , Providing And Laying In Trenches 15 Mm Dia. Medium Grade Having Embossed As Isi Mark Galvanised Iron Pipes Of 1.25 Kg/Meter Necessary Fitting Remaking Good The Demolished Portion With Filling Trenches And With Primer Of Anti-Corrosive Oil Paint, 2 Coats Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Laying In Trenches 20 Mm Dia. Medium Grade Having Embossed As Isi Mark Galvanised Iron Pipes ?Of 1.63 Kg/Meter Necessary Fitting Remaking Good The Demolished Portion With Filling Trenches And With Primer Of Anti-Corrosive Oil Paint, 2 Coats Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Laying In Trenches 80 Mm Dia. Medium Grade Having Embossed As Isi Mark Galvanised Iron Pipes ?Of 8.57 Kg/Meter Necessary Fitting Remaking Good The Demolished Portion With Filling Trenches And With Primer Of Anti-Corrosive Oil Paint, 2 Coats Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Laying In Trenches 100 Mm Dia. Medium Grade Having Embossed As Isi Mark Galvanised Iron Pipes ?Of 12.43 Kg/Meter Necessary Fitting Remaking Good The Demolished Portion With Filling Trenches And With Primer Of Anti-Corrosive Oil Paint , 2 Coats Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Laying 125 Micron Low Density Polyethylene (Ldpe) Sheet Confirming To Is 3395 : 1997 Below Concrete Pavement Including All Materials And Labour Complete. , Cutting Transverse Contraction Joints 3 To 4 Mm Wide And Depth 60Mm. .In Concrete Slab Using Concrete Cutting Machine With Diamond Studded Saw Within 48 Hours Of Casting Of Bay / Slab Etc. Complete Including Subsequent Widening Of The Groove 8 To 10 Mm. Wide At Top Having Depth Of 15 Mm. As Directed By Engineer Incharge. , Providing To Contraction Joints Polysuphide Sealent (Pouring Grade) Confirming To Bs : 5212 1989 Into Sawed Groove Widened At Top For Sealent Reservoir Of Specified Size And Shape As Per Detailed Drawing Including Fixing Polyethylene Foam Backer Rod Of Required Diameter (Appraox. 25% Larger Than The Initial 3 Mm.To 4 Mm. Joint) Overlaid With Bond Breaking Tape As Per Detailed Drawing. Item Includes Cleaning The Joints With Water Jet / Air Compressor & Allowing Joint To Become Thoroughly Dry Before Sealent Is Applied And Applying Primer. (A) Contraction & Longitudinal Joints (15 Mm. Deep X 8 Mm.Wide) , Providing & Fixing High Density Polythene Pipe Of Approved Quality To Fit Around The Dowel Bars Of 32 Mm Dia At The End Of Expansion Joints,Fully Greased Inside, Cotton Waste The Pipe Around The Dowel Bars & The Pipe Duly Capped At The End As Rected. (H.D.P. Pipe Shall Be 30Cm In Length) As Shown In The Drawing , Providing And Fixing In Position Tmt Fe 500,32 Mm Dia Dowel Bars Precoated With Anticorrosive Epoxy Paint Of Required Dia. 60 Cms. Long And At 30.00 Cm. C/C And Wherever Directedincluding Handling, Straightening, Necessary Cutting Supported By Tmt Fe 500, Chairs With Proper Alignment By Using Properly Designed Assembly Of Bulkheads Lubricating Half Length With Bituminous Paint As Directed Etc. Complete. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary. , Transportation Of Excavated Material Obtain From Excavation Including Loading ,Unloading And Stacking Upto 5 Km Etc.Complete. , Excavation For Catch / Side Water Gutter In All Sorts Of Soils To The Specified Section Including Stacking The Excavated Stuff In A Regular Bund And Disposing Of Unsuitable Or Excess Stuff As Directed All Sorts Of Soils. , Providing Rubble Filling Of Trap/ Granite/ Quartzite Gneiss Stonesfor Foundations Including Filling Voids With Sand/Grit And Compaction Etc Complete. , Providing And Laying In Situ / Ready Mix Cement Concrete Of M-10 Proportion With Trap/ Granite/ Quartzite/ Gneiss Metal In Foundation Including Necessary Form Work, Compacting And Curing Etc. Complete. (With Reversible Drum Type Mixer With Scada With Fine Agreegates Of Required Specifications (Natural Sand / Vsi Sand Finely Washed Etc ) , Providing And Laying Cast In Situ/Ready Mix Cement Concrete M-25 Trap / Granite /Quartzite/ Gneiss Metal For R.C.C. Work In Foundations Like Raft, Strip Foundations, Grillage And Footings Of R.C.C. Columns And Steel Stanchions Etc. Including Bailing Out Water, Steel Centering, Formwork ,Cover Blocks, Laying/Pumping, Compaction And Curing Roughening The Surface If Special Finish Is To Be Provided (Excluding Reinforcement And Structural Steel) Etc. Complete, With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Natural Sand / Crushed Sand Vsi Grade Finely Washed Etc) , Providing And Laying In Situ / Ready Mix Controlled Grade Of M25 Of Trap /Granite /Quartzite /Gneiss Metal For Rcc Works In Cut Off Walls / Curtain Walls Including Necessary Scaffolding, Centering, Compacting By Vibrator, Finishing And Curing Etc. Complete. (With Fully Automatic Micro Processor Based Plc With Scada Enabled With Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) With Fine Agreegates Of Required Specifications (Natural Sand / Vsi Sand Finely Washed Etc ), Excluding Reinforcement) , Providing And Laying In Situ / Ready Mix M-25 Controlled Cement Concrete Of Trap/ Granite/ Quartzite/ Gneiss Metal For Rcc Work In Solid/ Deck Slab Etc. Including Ramming, Vibrating, Curing, Formwork, Centering And Finishing In Cement Plaster Excluding Reinforcement Etc. Complete. (With Fully Automatic Micro Processor Based Plc With, Scada Enabled Concrete Batch Mix Plant / Pan Mixer And Fine Agreegates Of Required Specifications (Natural Sand / Vsi Sand Finely Washed Etc ) I) Height Up To 5 M, Normal Rate. Ii) Height 5 To 7.50 M, Add 5 Percent Extra Over Basic Rate. Iii) Height 7.50 To 10 M, 7.50 Percent Extra. Iv) Over 10 M Height, Add 10 Percent Extra For Every 2.50M Rise. , Providing And Fixing In Position Tmt - Fe - 500 Bar Reinforcement Of Various Diameters For R.C.C. Pile Caps, Footings, Foundations, Slabs, Beams Columns, Canopies, Staircase, Newels, Chajjas, Lintels Pardis, Copings, Fins, Arches Etc. As Per Detailed Designs, Drawings And Schedules. Including Cutting, Bending, Hooking The Bars, Binding With Wires Or Tack Welding And Supporting As Required Complete. , Providing And Laying Weep Holes Of 100 Mm Diameter Pvc Pipes As Per Drawing For Abutment Returns, Return Walls Etc. Complete. , Providing And Fixing Reinforced Cement Concrete Cover Of Size 90 Cm X 45 Cm With Frame Over Inspection Chamber Etc. Complete. Heavy Duty (225 Kg) , Providing And Fixing Heavy Duty Inter Locking Concrete Rubber Mould Glossy Paving Blocks Of 80 Mm Thickness Of Having A Strength Of 400 Kilogram/Sq.Cm. Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 To 30 Mm Thick Including Skirting Joints And Cleaning Etc. Complete. (Using 100% Crushed Sand) , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 10.0 To 19.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Providing & Erecting 7 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 130 Mm A/F, Top 70 Mm A/F On Provided Foundation As Per Specification No. Oh-Pl/Opl(Pwd-Dsr 2022-23, Item No.8-2-13) , Making M- 20 Grade Reinforced Cement Concrete Foundation By Considering The Safe Soil Bearing Capacity At Site As 10 T/Sq.M At 1.5 M Depth Including Supply Of Steel, Concrete, Excavation And Fixing Provided Nut Bolts With The Help Of Template, Duly Plastered As Per Design Complete (For 6M To 8M High Octagonal /Conical Gi Pole).(Pwd-Dsr 2022-23, Item No.16-3-9) , Supplying And Erecting Integrated Led Flood Light Fitting Max. 100W Ip65 & Ik07 Class Having Pressure Die-Cast Aluminium Housing, Having System Lumens Output Of Min. 12000 Lumens, Min. Efficacy Of 120 Lumen/W, Cri>70, Cct Upto 6500K, Thd<10%, P.F. >0.90, Operating Range Of 140-270V, Inbuilt Surge Protection Of 4 Kv, Life Class Of 50,000 Hrs. At L70b50, Including Driver With U Shaped Bracket With 3 Years Warranty As Per Specification No Fg-Odf/Fls2.(Pwd-Dsr 2022-23, Item No.2-4-15) , Providing And Erecting Galvanised 1000Mm Single Arm Sword Type Bracket With Frp Dome And Ball As Per Specification No. Oh-Pl/Bkt (Pwd-Dsr 2022-23, Item No.8-2-21) , Supplying & Erecting Mains With 4X16 Sq.Mm Frlsh Copper Pvc Insulated Wire Laid In Provided Conduit/Trunking/Inside Pole/Bus Bars Or Any Other Places As Per Specification No. Wg-Ma/Bw(Pwd-Dsr 2022-23, Item No.1-3-10) , Supplying And Laying (Including Excavation Of Suitable Width & Depth Up To 90 Cm) 50 Mm Outside Dia. Double Wall Corrugated Pipes (Dwc) Of Hdpe For Enclosing Cable Below Ground/Road Surface, Complete. (Pwd-Dsr 2022-23, Item No.7-6-9) , Supplying & Erecting Mains With 3X2.5 Sq.Mm Frlsh Copper Pvc Insulated Wire Laid In Provided Conduit/Trunking/Inside Pole/Bus Bars Or Any Other Places As Per Specification No. Wg-Ma/Bw (Pwd-Dsr 2022-23, Item No.1-3-6) , Supplying, Installing And Testing Pipe Type Earthing With 40Mm. Dia. G.L. Pipe Or 20 Mm Dia. G.I. Rod Complete With All Accessories Of Gi Materials & Recording The Results As Per Specification No. Ea-Ep (Pwd-Dsr 2022-23, Item No.9-1-4) , Supplying, Erecting & Marking Spmcb 0.5A To 5A, C-Series With Rated Short - Circuit Breaking Capacity (Icn) 10Ka In Provided Distribution Board As Per Specification No. Sw-Mcb (Pwd-Dsr 2022-23, Item No.5-3-1) , Testing Charges+Royalty , Add 18% G.S.T. (S.G.S.T. 9% + C.G.S.T. 9%) , Add (1% Insurance)
