Tender For Construction Of Road Work- Construction Of Sub-Grade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts & Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table No. 300-2 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 / M3, 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. Providing And Constructing Un-Reinforced Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Construction Joints, Primer, Sealant, Curing Of Concrete Slabs For 14 Days, And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Etc., Complete. As Per The Directions Of The Engineer-In-Charge Of The Work. Earthwork Excavation By Manual Means For Drains, Canals, Waste Weirdraft, Approach Channels, Keytrench, Foundation Of Bridges And Such Similar Works, As Per Drawing And Technical Specifications , Including Setting Out, Shoring, Strutting, Barricading, Caution Lights, Excavated Surface Leveled And Sides Neatly Dressed Disposing Off Or Leveling The Excavated Stuff Or Sorting&Stacking These Lected Stufff Or Reuse In A Radius Of 50 M And Lift Upto1.5M Including Cost Of Labour, Tools, Usage & Other Appurtenances Required To Complete The Work. Providing And Laying In Position Plain Cement Concrete For Levelling Course For All Works In Foundation.Thegranite / Trap / Basalt Crushed Graded Coarse Aggregate Sand Fine Aggregates As Per Relevant Is Codes Machine Mixed , Laid In Layers Not Exceeding 150Mm Thickness , Well Compacted Using Plate Vibrators, Including All Lead&Lifts, Cost Of All Materials Of Quality, Labour, Usage Charges Of Machineries, Curing, And All The Other Ppurtenances Required To Complete The Work As Per Technical Specifications.Mix1:3:6 ( M10 ) Using 40Mm And Downsize Graded Crushed Coarse Aggregates Providing And Laying In Position Reinforced Cement Concrete For All Substructures Of Building, Irrigation Works, Substructure Works Of Bridges, Drain Works& Other Parallel Works From 0.50M To 3.50M Height. The Granite / Trap / Basalt Crushed Graded Coarse Aggregates And Fine Aggregate S As Per Relevant Is Codes Machine Mixed With Superplasticisers, Laid In Layers, Well Compacted Using Needle Vibrators, Providing Weepholes Wherever Necesary, Including Al Llead&Lifts, Cost Of All Materials Of Quality, Confirming To The Requirements Of Relevant Is Codes, Labour, Usage Charges Of Machinery, Curing And All Other Appurtenances Required To Complete The Work As Per Technical Specifications. M20 Design Mix Using 20Mm Nominal Size Graded Crushed Coarse Aggregates Supplying, Fitting And Placing Tmtfe500 & Above Reinforcement In Foundation / Substructure / Superstructure Complete As Per Drawing And Technical Specifications. Construction Of Embankment By Excavating The Available Approved Gravel / Murrum Deposited At A Place Or Borrow Pits During Or Prior Excavation With All Lifts And Lead, Transportation To Site, Spreading, Grading To Required Slope And Compacting To Meet The Requirement Complet E As Per Specifications, Including Cost Of Labour, Rolling, Water, All Materials, Usage & All Other Appurtenaces Required To Complete The Work Providing And Constructing Un-Reinforced Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M20 ( Grade ) , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 M3 Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Construction Joints, Primer, Sealant , Curing Of Concrete Slabs For 14-Days, And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 With All Lead, Lifts, Loading & Unloading Charges, Cost And Conveyance Of All Materials, Labour, Equipments Etc., Complete. As Per The Directions Of The Engineer-In-Charge Of The Work. Fabrication, Supplying, Erection, Testing And Commissioning Of 12 / 12.5Mtrs Long Polygon High Mast With Single / Multiple Telescopic Section Having ( Minimum Overlap Distance Of 1.5 Times Of Top Section ) Thickness As Per Bsen 10025 Grade S 355 Jo / Astm A572-50 Steel Sheet Plate For Shaft Suitable To Withstand A Wind Velocity Of 47 M / Sec As Per Is 875 Part 3 ( As Per Ga Drawing ) . Base Plate As Per Is 2062 / Astm A572-50. The Mast Shall Be Galvanised In Single Hot-Dip As Per Bsen Iso 1461 / Astm A123 With An Average 70 Microns As Per Is 2629, And Welded As Per Bs 5135 Single L-Seam Joint . The Mast Shall Have 2Way Head Frame With Die Cast Lm-6 Pullelys, Stainless Steel Axle, Phosphorus Bronze Bearing Bush Press-Fitted With Separate Guides For 2 Runs Of 5Mm Dia, Stainless Steel Wire Rope Of Aisi 304 Grade 7 / 19 Core ( Factory Of Safety As Per Tr No-7 ) . Supply Of Led Floodlight Luminaries With Pressure Die Cast Aluminium Housing Body For Optimal Thermal Dissipation Lamp Compartment Comprising Of Anti Glare Clear Diffuser With Injection Moulded Polycarbonate / Clear Glass Material Delivering Superior Light Output. Rated Life Burning Hrs 50000 Hr Lumen Maintenance Of 70, Cct 5500K, Ip 66 Optical And Electrical Compartment Impact Resistance Of Complete Luminaries Ik08. Power Factor 0.9 With Mains Surge Protection Min 5Kv Along With Over Voltage / Overload, Short Circuit / Miss-Wiring Protection. Compatible For Pole Mouting With Outer Dia Of 40Mm To 50Mm Universal Voltage Driver To Operate Wide Voltage Range From 100V To 270V 50 / 60 Hz Application Mcpcb. Supplying Of 1.1 Kv Lt Ug Cable Xlpe Or Heat Resistance Pvc Insulated, Pvc Extruded Inner Sheath Armoured Ug Lt Cable As Per Is-1554 ( Part-1 ) Or Is-7098 Part-1, Armouring Strip Thickness In Average +5% And Resistivity 14 Ohms / Kms ( Max ) As Per Is-3975 4 Core 16 Sq Mm ( Aluminium Power Cable ) Supplying & Fixing Of Class A ( Medium Duty ) Gi Pipe Of Wall Thickness Not Less Than 40Mm On Pole / Wall / Drain Crossing With Necessary Clamping Arrangement For Ug Cable Of 1.1Kv 40Mm Supplying And Fixing Of Porcelain Fuse Channel With Cut Out On Existing Wooden / Panel Using Necessary Nuts, Bolts And Washers 32 Amps Pwd Sr ( 2012-15 ) Page No 44 Item Nm 6.7.2 Supplying Fixing Of 4 Pole Power Contractor With No / Nc Contracts On Existing Wood / Panel Board Using Necessary Bolts, Nuts Washers And Wiring Etc., Compltewith Ac3 Rating And As Per Is 13947 40 Amps Supplying & Fixing Microprocessor Based Electronic Timer ( Without Contractor, Din Mounting Using Necessary Bolts, Nuts And Washers Etc ) Depth Exceeding 1.5M, But Not Exceeding 3 Cum 199.00
