Tender For Road Works Inside Manali Refinery Of Cpcl, chennai-Tamil Nadu

Road Works Inside Manali Refinery Of Cpcl Road Works Inside Manali Refinery Of Cpcl , Preparation And Consolidation Of Subgrade With Vibratory Power Roller Of 8-12T Capacity After Box Cutting Earthbelow Finished Ground Level For Road Work In All Types Of Soil, Dressing Of Sides In Slopes, Levelling, Grading And Ramming Of Bottoms, De-Watering Of Accumulated Water From Any Source And Keeping The Surface Dry Till The Completion Of Subsequent Work And Disposal Or Stacking Of Excavated Materials Within A Lead Of 100M As Directed Supply Of All Labours, Tools, Equipments To Complete The Work, Etc. As Per Specifications And Directions Of Engineer-In-Charge. , Providing And Construction Of Granular Sub-Base ( Gsb ) With Close Graded Coarse And Fine Material Confirming To Grade-I ( Size Range 75Mm To 0.075Mm ) , Mixed Well As Per Specifications; Over Prepared Subgrade As Directed Including The Cost Of Gsb Material, Taxes, Royalties, Transportation To Site, Handling, Spreading, Watering, Compactingin Layers To Proper Grade / Camber / Level Withvibratory Power Roller To Achieve The Desired Density, Ramming, With All Transportation, Leads And Lifts Etc. Complete As Per Specifications And Directions Of Engineer-In-Charge. , Providing And Laying To Required Camber Granular Base Wet Mix Macadam , Comprising Of Coarse Aggregate 53 Mm & Down Size As Per Specification Including Preparation Of Mix In Approved Mixing Plant With Controlled Addition Of Water, Spreading With Paver Finisher Or Motor Grader & Rollingwith Vibratory Power Roller In Layer Of Compacted Thickness 150Mm As Directed By Engineer In Charge. , Providing & Laying To Required Camber Bituminous Macadam With 60 / 70 ( Vg-30 ) Grade Bitumen Over Prepared Granular Base Comprising Of Bitumen, Coarse Aggregate, Fine Aggregate, Anti Stripping Agentas Per Specification, Including Spraying Of Prime Coat @ 0.9Kg / Sq.M. And Tack Coat @ 0.3Kg / Sq.M., Spreading Of Mix With Self Propelled Paverfinisher&Rollingwith Vibratory Power Roller Inclusive Of Applying Prime Coat And Tack Coat As Per Specifications, As Directed By Engineer In Charge. , Providing And Laying 30 Mm Thick Bitumen Premix Carpet Consisting Of 12Mm & Down Stone With 5.5%, 60 / 70 ( Vg-30 ) Grade Bitumen Andincluding Heating Bitumen, Mixing Stone Chips, Grit, Laying To Proper Grade And Camber With 12 Mm And Down Size Aggregate, Including The Preparation Of Surface, Rolling Premix Carpet With Vibratory Power Roller, Including Spreading Sand Over Finished Surfaces Including Brushing And Clearing Surfaces, Spraying Tack Coatof Bitumen@ 0.9Kg / Sq.M Etc., All Complete As Per Specifications And Directions Of Engineer-In-Charge. , Transporting & Disposing The Surplus Earthfrom Construction Area ( Beyond The Initial Lead Of 100M ) To Vaikkadu Area Up To A Lead Of 7Km Including Re-Excavating The Deposited Soil Excavated Earlier, Transportation, Loading, Unloading, Laying At All Depths & Heights, Stacking, Levelling And Dressing Both Areas ( Viz., From Where The Earth Is Transported And Where It Is Deposited ) To Required Levels And Slopes Complete With All Lifts As Directedby Engineer In Charge. ( Note: If Measured By Stacks 30%Voids Will Be Deducted. ) , Demolishing Plain Cement Concrete ( Taking All Necessary Safety Precautions ) Manually / By Mechanical Means For All Depths And Heights Belowand Above Plinth Level Including Supply Of All Tools And Tackles, Necessary Scaffolding, Propping, Underpinning, Cleaning And Disposal Of Unserviceable Material In Vaikkadu Area Within A Lead Of 7Km Outside The Refinery Premises As Directed By The Engineer-In-Charge. , Demolishing Reinforced Cement Concrete ( Taking All Necessary Safety Precautions ) Manually / By Mechanical Means For All Depths And Heights Below And Above Plinth Level Including Supply Of All Tools & Tackles Labours, Necessary Scaffolding, Propping, Underpinning, Cleaning And Including, Cutting, Straightening, Scrapping Of Rebars And Disposal Of Unserviceable Material In Vaikkadu Area Within A Lead Of 7Km Outside The Refinery Premises As Directed By The Engineer-In-Charge. , Cutting And Clearing The Area Of Grass, Rank, Vegetation, Wild Growth Bushes, Trees And Plants Upto 30Cm Girth Measured At A Height 1.0M Above Ground Leveletc, Including Removal Of Rubbish, Grass, Plants, Bushes, By Cutting It, Removing Completely As Per Directions Of Engineer-In Charge And Collecting All Cut Grass, Vegetation Etc And Disposal At Vaikkadu Area Within A Lead Of 7Km Outside The Refinery Premises With All Tools, Labour Etc. Complete As Per Specfications And Directions Of Engineer-In-Charge. , Removal / Cleaning Of Earth Deposits From Existingroad Surface, Cutting And Removing All Loose And Defective Materials Of Road Work By Mechanical / Manual Means, Cutting And Levelling The High Berms / Road Surface Including Proper Alignment To The Required Grade And Camber , Preparing The Surface For Further Laying Ofbitumen Premix Carpet Layer And Disposal Of Unserviceable Material Lead Upto 100M Etc.Complete As Per Directions Of Engineer-In-Charge. , Demolishing Bituminous Road ( Taking All Necessary Safety Precautions ) Including Bituminous Carpet, Metal Base, Soling Etc.Including Supply Of All Tools & Tackles, Necessary Scaffolding, Propping, Underpinning Etc., Disposal Of The Unserviceable Material Up To 7.0Km Lead Outside The Refinery Premises In Vaikkadu Area Complete As Per Specifications And As Directed By Engineer-In-Charge. , Providing And Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Asroad Marking Strips Including Reflectorising Glassbeads @ 250 Gms Per Sq.M 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 Etc. Complete As Per Morth Specificationand As Directed By Engineer In Charge. , Providing And Fixing Glow Studs Of Size 100X20 Mm Made Of Heavy Dutybody Shall Be Moulded Asa ( Acrylic Styrene Acryloretrite ) Or Hip ( Highimpact Polystyrene ) Having Electronically Welded Microprismaticlens With Abrasion Resistant Coating As Approved By Engineer In Charge.The Glow Stud Shall Support A Load Of 13635 Kg Tested In Accordance With Astm D4280. The Slope Of Retroreflective Surface Shall Be 35 ( + / -5 ) Degress To Base .The Reflective Panels On Both Sides With At Least 12 Cm Of Reflective Area Up Each Side. The Luminance Intensity Should Be As Per Thespecification And Shall Be Tested As Described In Astm E: 809 As Recommended In Bs: 873 Part 4 Latest Revision. The Studs Shall Be Fixed To The Road Surface Using The Adhesive Conforming To Is, As Per Procedure Recommended By The Manufacturer Complete And As Per Direction Ofengineer-In-Charge. , Providing And Laying Non-Pressure Np3 Class ( Medium Duty ) Rcc Hume Pipe Of 300Mm Dia. With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2For Road Crossing Etc.Including Cutting, Lowering, Laying In Position , With Proper Level, Slope , Testing Of Joints Etc. As Per Specifications And Directed By Engineer -In-Charge. , Providing And Laying Non-Pressure Np3 Class ( Medium Duty ) Rcc Hume Pipe Of 450Mm Dia. With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2For Road Crossing Etc.Including Cutting, Lowering, Laying In Position , With Proper Level, Slope , Testing Of Joints Etc. As Per Specifications And Directed By Engineer -In-Charge. , Supply Of Vibratory Power Roller Of 8-12T Capacity On Hire Basis On All Days Including Sundays On 8 Hrs.Shift Including Driver, Assistant / Fuel / Oil / Lubricants / All Consumables Etc. Complete. The Quoted Rate Should Include Mobilization, Operator Crews / Driver / Assistant Cost, Tools, Tackles Etc., As Directed By The Engineer-In-Charge. , Supply Of Tandem Roller Of 8-10T Capacity On Hire Basis On All Days Including Sundays On 8 Hrs.Shift Including Driver, Assistant / Fuel / Oil / Lubricants / All Consumables Etc. Complete. The Quoted Rate Should Include Mobilization, Operator Crews / Driver / Assistant Cost, Tools, Tackles Etc., As Directed By The Engineer-In-Charge. , Supply Of Jcb On Hire Basis On All Days Including Sundays On 8 Hrs.Shift Including Driver, Assistant / Fuel / Oil / Lubricants / All Consumables Etc. Complete. The Quoted Rate Should Include Mobilization, Operator Crews / Driver / Assistant Cost, Tools, Tackles Etc., As Directed By The Engineer-In-Charge. , Supply Of Tractor With Trailer Of Minimumcapacity 2.5 Cu.M. On Hire Basis On All Working Days From Monday To Saturday On 8 Hrs.Shift , Inclusive Ofdriver, One Assistant, All Consumables Like Diesel Etc., With All Safety Precautions Within Cpcl Refinery Premises.The Quoted Rate Should Include Mobilization, Driver / Assistant Cost, Transportingwithin Refinery Premises, Tools, Tackles, Wire Ropes, Pulley Blocks, Belts, Chains Etc. For Lifting, Aligning, Tying, Stacking Etc. All Complete As Directed By Engineer-In-Charge. , Supply Of Unskilledlabourto Carry Out Petty Works Not Assessable For Measurements / Minor Repair Works, On Day-To-Day Basis. The Rates Shall Include Esi, Pf, Payroll Cost And Allowances, Fringe Benefits, Overhead Supervision, Profits Andhand Tools. => Limited

Refer document

INR 98000.0 /-

Refer document

Name of Work : Road Works Inside Manali Refinery of CPCL

Sl. No.	Item Description
1	Preparation and consolidation of subgrade with vibratory power roller of 8-12T capacity after BOX CUTTING earthbelow finished ground level for road work in all types of soil, dressing of sides in slopes, levelling, grading and ramming of bottoms, de-watering of accumulated water from any source and keeping the surface dry till the completion of subsequent work and disposal or stacking of excavated materials within a lead of 100m as directed supply of all labours, tools, equipments to complete the work, etc. as per specifications and directions of Engineer-in-Charge.
2	Providing and Construction of GRANULAR SUB-BASE(GSB) with close graded coarse and fine material confirming to Grade-I (size range 75mm to 0.075mm), mixed well as per specifications; over prepared subgrade as directed including the cost of GSB material, taxes, royalties, transportation to site, handling, spreading, watering, compactingin layers to proper grade/camber/level withvibratory power roller to achieve the desired density, ramming,with all transportation, leads and lifts etc. complete as per specifications and directions of Engineer-in-Charge.
3	Providing and laying to required camber GRANULAR BASE WET MIX MACADAM , comprising of coarse aggregate 53 mm & down size as per specification including preparation of mix in approved mixing plant with controlled addition of water, spreading with paver finisher or motor grader & rollingwith vibratory power roller in layer of compacted thickness 150mm as directed by Engineer in Charge.
4	Providing & laying to required camber BITUMINOUS MACADAM with 60/70 (VG-30) grade bitumen over prepared granular base comprising of bitumen, coarse aggregate, fine aggregate, anti stripping agentas per specification, including spraying of prime coat @ 0.9kg/sq.m. and tack coat @ 0.3kg/sq.m., spreading of mix with self propelled paverfinisher&rollingwith vibratory power roller inclusive of applying prime coat and tack coat as per specifications, as directed by Engineer in Charge.
5	Providing and laying 30 mm thick BITUMEN PREMIX CARPET consisting of 12mm & down stone with 5.5%, 60/70 (VG-30)grade bitumen andincluding heating bitumen, mixing stone chips, grit, laying to proper grade and camber with 12 mm and down size aggregate, including the preparation of surface, rolling premix carpet with vibratory power roller, including spreading sand over finished surfaces including brushing and clearing surfaces, spraying tack coatof bitumen@ 0.9kg/sq.m etc., all complete as per specifications and directions of Engineer-in-Charge.
6	TRANSPORTING & DISPOSING the surplus earthfrom construction area (beyond the initial lead of 100m) to Vaikkadu Area up to a lead of 7km including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby Engineer in Charge.( Note: If measured by stacks 30%voids will be deducted.)
7	DEMOLISHING PLAIN CEMENT CONCRETE (taking all necessary safety precautions)manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material in Vaikkadu Area within a lead of 7km outside the Refinery premises as directed by the Engineer-in-Charge.
8	DEMOLISHING REINFORCED CEMENT CONCRETE (taking all necessary safety precautions) manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools & tackles labours,necessary scaffolding, propping, underpinning, cleaning and including,cutting, straightening, scrapping of rebars and disposal of unserviceable material in Vaikkadu Area within a lead of 7km outside the Refinery premises as directed by the Engineer-in-Charge.
9	Cutting and CLEARING THE AREA of grass,rank, vegetation, wild growth bushes, trees and plants upto 30cm girth measured at a height 1.0m above ground leveletc, including removal of rubbish, grass, plants, bushes, by cutting it, removing completely as per directions of Engineer-in charge and collecting all cut grass, vegetation etc and disposal at Vaikkadu Area within a lead of 7km outside the Refinery premises with all tools, labour etc. complete as per specfications and directions of Engineer-in-Charge.
10	REMOVAL/CLEANING OF EARTH DEPOSITS from existingroad surface,cutting and removing all loose and defective materials of road work by mechanical /manual means,cutting and levelling the high berms/road surface including proper alignment to the required grade and camber ,preparing the surface for further laying ofbitumen premix carpet layer and disposal of unserviceable material lead upto 100m etc.complete as per directions of Engineer-in-Charge.
11	DEMOLISHING BITUMINOUS ROAD (taking all necessary safety precautions) including bituminous carpet,metal base,soling etc.including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., disposal of the unserviceable material up to 7.0km lead outside the Refinery premises in Vaikkadu Area complete as per specifications and as directed by Engineer-in-Charge.
12	Providing and laying of hot applied thermoplastic compound 2.5mm thick asROAD MARKING STRIPS including reflectorising glassbeads @ 250 gms per sq.m 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 etc. complete as per MORTH specificationand as directed by Engineer in Charge.
13	Providing and fixing GLOW STUDS of size 100x20 mm made of heavy dutybody shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (Highimpact polystyrene)having electronically welded microprismaticlens with abrasion resistant coating as approved by Engineer in charge.The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retroreflective surface shall be 35(+/-5)degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per thespecification and shall be tested as described in ASTM E: 809 as recommended in BS: 873 part 4 latest revision. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction ofEngineer-in-charge.
14	Providing and Laying NON-PRESSURE NP3 CLASS(MEDIUM DUTY) RCC HUME PIPE of 300mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2for road crossing etc.including cutting, lowering, laying in position , with proper level, slope , testing of joints etc. as per specifications and directed by Engineer -in-Charge.
15	Providing and Laying NON-PRESSURE NP3 CLASS(MEDIUM DUTY) RCC HUME PIPE of 450mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2for road crossing etc.including cutting, lowering, laying in position , with proper level, slope , testing of joints etc. as per specifications and directed by Engineer -in-Charge.
16	Supply of vibratory power roller of 8-12T capacity on hire basis on all days including Sundays on 8 hrs.shift including driver,assistant /fuel/oil/lubricants /all consumables etc. complete. The quoted rate should include mobilization, operator crew"s/driver /assistant cost,tools, tackles etc., as directed by the Engineer-in-charge.
17	Supply of Tandem roller of 8-10T capacity on hire basis on all days including Sundays on 8 hrs.shift including driver,assistant /fuel/oil/lubricants /all consumables etc. complete. The quoted rate should include mobilization, operator crew"s/driver /assistant cost,tools, tackles etc., as directed by the Engineer-in-charge.
18	Supply of JCB on hire basis on all days including Sundays on 8 hrs.shift including driver,assistant /fuel/oil/lubricants /all consumables etc. complete. The quoted rate should include mobilization, operator crew"s/driver /assistant cost,tools, tackles etc., as directed by the Engineer-in-charge.
19	Supply of TRACTOR WITH TRAILER of minimumcapacity 2.5 Cu.m. on hire basis on all working days from Monday to Saturday on 8 hrs.shift ,inclusive ofdriver,one assistant,all consumables like diesel etc.,with all safety precautions within CPCL Refinery premises.The quoted rate should include mobilization,driver /assistant cost, transportingwithin Refinery premises,tools, tackles,wire ropes,pulley blocks,belts,chains etc. for lifting,aligning,tying,stacking etc. all complete as directed by Engineer-in-Charge.
20	Supply of UNSKILLEDLABOURto carry out petty works not assessable for measurements/minor repair works, on day-to-day basis. The rates shall include ESI, PF, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools.