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Construction Of C.C. Pavement At New Futala From Samaj Bhavan To H / O Meshram At Sudamnagari In Pra.No. 13 A , Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Material Upto A Distace Of 50 M And Lifts Asnbelow, Office of The Executive Engineer Zone 02 NMC-Maharashtra

Nagpur Municipal Corporation has published Construction Of C.C. Pavement At New Futala From Samaj Bhavan To H / O Meshram At Sudamnagari In Pra.No. 13 A , Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Material Upto A Distace Of 50 M And Lifts Asnbelow. Submission Date for this Tender is 08-04-2021. Heavy Equipment Component Tenders in Office of The Executive Engineer Zone 02 NMC Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

27553400
Construction Of C.C. Pavement At New Futala From Samaj Bhavan To H / O Meshram At Sudamnagari In Pra.No. 13 A , Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Material Upto A Distace Of 50 M And Lifts Asnbelow
Tender
Indian
Maharashtra
Office Of The Executive Engineer Zone 02 Nmc
08-04-2021

Tender Details

Construction Of C.C. Pavement At New Futala From Samaj Bhavan To H / O Meshram At Sudamnagari In Pra.No. 13 A , Excavation For Foundation / Pipe Trenches In Hard Murum Including Removing The Excavated Material Upto A Distace Of 50 M And Lifts Asnbelow, Stacking And Spreading As Directed By Engineer-In-Charge, Normal Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. ( Bd-A2 / 259 ) , Providing Soling Using 80 Mm Size Granite / Quartzite / Gneiss / Trap Metal In 15 Cm. Layer Including Hand Packing Filling Voids With Sand / Grit, Ramming, Watering Complete. ( Spec. No. : As Directed By Engineer-In-Charge / Page No. 154 ) , R.C.C. Pipes - Providing Andlowering, Laying And Jointingisi Standard R.C.C. Pipes In Proper Grade And Alignmentwith Collar Joints In C.M.1:1 Proportion Or Socketedwith Rubber Joints In Standard Lengths Of Following Class And Diameter Suitable For Either Collar Joints Or Rubber Ring Joints, Excluding Gst Levied By Goi & Gom In All Respect Including Inspection Charges, Transporting, Unloading And Stacking , Cost Ofconveyance , Jointing Of Materail, Labouretc. Complete As Directed By Engineer -Chargeas Per Is-458 / 1988 & Is- 783-1985. Note : One Collar Should Be Supplied With Each Full Length Plain Ended Rcc Pipe, Cost Including In Rates Below. One Rubber Ring Should Be Supplied With Each Full Length Of Socketed Pipe, Cost Included In Rates Below. Class ‘Np-Ii’ , Providing And Laying In Situ / Ready Mix M20 Rcc Of Trap / Granite / Quartzite / Gneiss Metal For Rcc Work Of Ballast Walls, Kerbs And Box Returns Including Scaffolding, Compaction, Formwork Finishing And Curing Etc. Complete. ( Excluding Reinforcement, With Fully Automatic Micro Processor Based Plc With Scada Enabled Concrete Batch Mix Plant / Pan Mixer With Natural / Vsi Standard Artificial Sand ) , Providing And Fixing Precast 125 Mm Thick Slotted Covers Casted In M-30 With Reinforcement Of 10 Mm Dia Bars Both Way @ 150 Mm C / C Tied With Tack Welding, With 2 Hooks Of 12 Mm Dia Bars Finishing In C.M.1:3 Etc.Complete. , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Up To A Lead Of 1000 Metres, Stacking Serviceable And Unserviceable Materials Separately 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. , Compacting The Hard Murum Side Widths Including Laying In Layers On Each Side With Power Roller Including Artificial Watering Etc. Complete. , Providing And Laying Cast In Situ / Ready Mix Cement Concrete In M-10 Of Trap / Granite / Quartzite / Gneiss Metal For Foundation And Bedding Including Bailing Out Water, Formwork, Laying / Pumping, Compacting, Roughening Them If Special Finish Is To Be Provided, Finishing If Required And Curing Complete, With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) Etc. Complete.With Natural Sand / V.S.I. Quality Artificial Sand , Construction Of Dry Lean Cement Concrete Sub- Base Over Aprepared Sub-Gradewith 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 Byengineer-In-Charge , Compacting Withvibratory Roller, Finishing, Curing Andincluding Preparation Of Sub-Grade Surface If Required Etc. Complete. , Providing And Laying In-Situm30 Grade Unreinforced Plain Cement Concretepavementwith Max 20% Fly Ash ( Fly-Ash Upto 20% By Weight Of Cement ) Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383, Using Fine And Coarse Aggregates Combined Gradationas Per Table 600-3 Of Morth Specification 2013, Mixed In A Batching And Mixing Plant / Non Tilting Mixer And Weigh Batcheras 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 Gradesas Directed By Engineer-In-Charge And Curingby 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 Withdepth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge. , 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. , 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. , Filling Transvers Logidinal Joint By Bitumen Of 60 / 70 Grade Inc Cleaning The Joint & Allowing Joint To Become Throughly Dry Before Sealent Is Applied , Providing And Laying 125 Micron Low Density Polyethylene ( Ldpe ) Sheet Confirming To Is 3395 : 1997 Below Concrete Pavement Including All Materials And Labour Complete. , Providing And Fixing Heavy Duty Inter Locking Concrete Rubber Mould Glossy Paving Blocks Of 60 Millimeter Thickness Of Having A Strength Of 400 Kg / Sq.M Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 To 30 Millimeter Thick Including Striking Joints And Cleaningetc. Complete. ( Using 100% Crushed Sand ) , Transportation Of Material Obtained From Debries Of Various Sorts Including Necessary Excavation / Loosing Including Loading, Unloading And Conveying And Disposing As Directed.

Key Value

Document Fees
INR 560 /-
EMD
INR 12000.0 /-
Tender Value
INR 11.94 Lakhs /-
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