COMPOSITE WORK FOR DISP. WATER PUMP

Dsng of Pump Shed — ndor scope is inclusive of Performing Soil bearing Capacity test from NABL accredited lab. Basis SBC, wind load, uplift pressure, vi ation (shall be provided basis pump data sheet). Vendor has to get the design vetted from a licensed structural engineer. Design is clusive of 3T HOT crane, Turbo Ventilator, Light fixtures. The size and plan shall be finalised after confirmation with HPCL

Grading — lling With Selected Excavated Approved Quality Earth Available & Stacked Elsewhere Within HPCL'S Plant Premises In Land Development d Also Under PCC, backfilling the sides of foundations, sub-structures Or Wherever As Directed By Engineer -In-Charge Including Spre ing In Layers Of 200 mm Thick, Watering And Compacting With Vibrator Roller Till Maximum Compaction That Is 95% Modified Proctor Den ty Is Achieved. Complete In All Respect As Per Tender Specification / Scope Of Work Etc., As Directed By Engineer -In-Charge, Comple In All Respect As Per Tender Specification/Scope Of Work Etc., As Directed By Engineer -In-Charge. Contractor Has To Send The Soil mples From Site For Testing At HPCL Approved Lab. Degree Of Compaction Of Each Layer Has To Be Tested At Site Using Core Cutting Tes The Rate Quoted By The Contractor Shall Include The Cost Of The Above Tests.

Excavation — xcavation By Manual Or Mechanized Method Below NGL/FGL Around Foundation, Duct Banks, Culverts And Trenches/Pits In All Types Of Soi Viz. Earth, Sand, Gravel, Clay, Soft & Hard Murum Etc. (Excluding Hard Rock) For Footings, Steps, Plinth Beams, Equipment Foundation Drains, Trenches, Culverts, Duct Banks, Manholes, Underground Tanks/Pits, site grading Etc. Including Shoring Strutting, Dewatering here Required (Until Foundation Work Is Complete). Item Also Includes Carting Of Surplus Excavated Earth, Stacking, Spreading, Level ng And Compacting/Consolidating Surplus Materials Within HPCL'S Premises Or Outside At An Approved Place For All Leads As Per Instru ions Of Engineer In Charge (Rate Includes Removal Of Any Vegetation, Small Shrubs, trees Etc. Having Girth Of 300 mm Or Less). Compl e As Per Project Drawings, Specifications And As Directed By Engineer In ChargeNote 1: Top Soil To Be Cleared Of Shrubs Grass, tre less than 30 cm girth Etc. Including Roots And 150 mm Top Soil To Be Stored Separately Within HPCL'S Premises Or Outside For All Le s And To Be Used For Micro grading As Required.Note 2 : The quoted rate shall include clearing & disposal of all Vegetation stumps bushes, logs and other perishable and objectionable organic materials. It also covers clearing and disposal of jungle including upro ing rank vegetation, grass, brush wood, trees and saplings of girth up to 30cm, removal of all rubbish and disposal of the same.Not 3 : Rate Shall Be Inclusive Of All Royalties / Obtaining Clearance Of Local Authorities For Disposal & Borrow Area, No Extra Cost W tsoever Than The Quoted Rates Shall Be Paid.Note 4 : Rate Shall Be Inclusive Of Test Pits Required To Locate Existing Under Ground ilities In The Excavation Area As Per The Engineer In charge InstructionsNote 5 : Contractor Shall Select The Location For Dumping Local Authority Approved Area With Documentary Proof.Note 6 : Rate Shall Be Inclusive Of Cut And Fill Slope As Per Project Specifi tion Required At Site During Excavation However Excavated Volume As Per Approved Drawing (Foundation/Structure Size) Shall Only Be C sidered For Measurement."

Excavation-Hard rock — xcavation By Manual Or Mechanised Method (Chiseling Or Rock Cutting Methods AsApproved By Engineer In Charge) (Blasting Not Permitt ) In Hard Rock At AllDepths Below NGL/FGL Around Foundation, Duct Banks, Culverts And Trenches/PitsFor Footings, Steps, Plinth Bea , Equipment Foundations, Drains, Trenches,Culverts, Duct Banks, Manholes, Underground Tanks/Pits, Etc Including ShoringStrutting, watering Where Required (Until Foundation Work Is Complete). ItemAlso Includes Carting Of Surplus Excavated Earth, Stacking,Spreadi , LevellingAnd Compacting/Consolidating Surplus Materials Within HPCL'S Premises Or OutsideAt An Approved Place For All Leads As P Instructions Of Engineer In Charge(Rate Includes Removal Of Any Vegetation, Small Shrubs Etc. Having Girth Of 300mm Or Less). Com ete As Per Project Drawings, Specifications And As Directed ByEngineer In ChargeNote 1 : Rate Shall Be Inclusive Of All Royalties Obtaining Clearance Of LocalAuthoraties For Disposal & Borrow Area, No Extra Cost Whatsoever Than TheQuoted Rates Shall Be Paid.N e 2 : Rate Shall Be Inclusive Of Test Pits Required To Locate Existing UnderGround Utilities In The Excavation Area As Per The Engi er InchargeInstructionsNote 3 : Contractor Shall Select The Location For Dumping In Local AuthorityApproved Area With Documentary roof.Note 4 : Rate Shall Be Inclusive Of Cut And Fill Slope As Per ProjectSpecification Required At Site During Excavation However xcavated Volume As PerApproved Drawing (Foundation/Structure Size) Shall Only Be Considered ForMeasurement. Excavation Shall Be Do By Chiseling Or Rock Cutting Methods AsApproved By Engineer In Charge ( Blasting Not Permitted)."

Demolition — emolition of existing structures, walls including foundations, paving,trenches, underground pipes, cables if any etc. as per specif ation andinstruction from engineer in charge, irrespective of its material ofconstruction, height/depth, thickness etc. work shall e carried out incompliance with project specification for demolition work, clearing of debrisfrom demolition site and disposing it o local authority approved location.This is inclusive of machinery, labor, temporary supports, scaffolding andtransportation irres ctive of distance to disposal point. This also includesback filling with borrowed soil/sand/murum at foundation location where requ edand all necessary measures to prevent damage to activities / facilities in theadjoining areas during demolition, and transportat n as per the requirements of premises & statutory regulations.Complete as per project drawing, specification and as directed by eng eer incharge.Note 1 : Rate shall be inclusive of all royalties / obtaining clearance of localauthorities required for disposal & rrow area and no extra cost whatsoeverthan the quoted rates shall be paid by HPCL.Note 2 : Contractor shall select the location fo dumping in local authorityapproved area with documentary proof"

NP3 600 Hume pipe — upply And Laying 600 mm Dia Reinforced Concrete Heavy Duty Pipes Conforming To Class NP3 ( As Per IS 458), Non Pressure Pipes with c lars including cutting out pockets for collars, jointing in 1:1 cement mortar, cutting of pipes wherever required, curing and testi of joints ,excavation, Drilling/Chipping, Laying Of Pipe, Encasement Of Pipe As Required, Joints In Pipe , Back Filling Where Requ ed Etc . Complete as per specifications. (* Excavation & backfilling will be paid as per relevant line items)"

Fill With Insd Earth — illing With Selected Excavated Approved Quality Earth Available & StackedElsewhere Within HPCL'S Plant Premises In Land Development nd Also Under PCC,backfilling the sides of foundations, sub-structures Or Wherever As Directed ByEngineer -In-Charge Including Spr ding In Layers Of 200 mm Thick, Watering AndCompacting With Vibrator Roller Till Maximum Compaction That Is 95% ModifiedProctor De ity Is Achieved. Complete In All Respect As Per Tender Specification/ Scope Of Work Etc., As Directed By Engineer -In-Charge, Compl e In AllRespect As Per Tender Specification/Scope Of Work Etc., As Directed By Engineer-In-Charge. Contractor Has To Send The Soil amples From Site For Testing AtHPCL Approved Lab. Degree Of Compaction Of Each Layer Has To Be Tested At SiteUsing Core Cutting Te . The Rate Quoted By The Contractor Shall Include TheCost Of The Above Tests."

PCC-M15 — or M15 Grade Concrete With 20 mm Max Size & Down Graded Aggregate UnderFoundations,Culvert,Drains, Paving,Base Slab, Plinth Beams, lls,Manholes,VALVE Pits, Miscellaneous Pits, Tanks & Rafts Etc.The Rates For AllItems Covered In This Section Shall Include Cost O Dewatering, If Required TillCompletion Of Works Upto Ground Level And Champhers In Concrete Works Shall BeProvided Wherever Requir . Rate Of Concrete Work Shall Be Inclusive OfMaterials Such As Cement, Sand, Aggregates, Water, Admixtures, Manpower,Machinery, Co umables etc. PCC - Providing & Laying Plain Cement ConcreteConforming To IS:456-2000, Using Specified Graded Coarse Aggregate Of Ap ovedQuality At Various Locations Etc. Including Machine Mixing / RMC, Shuttering,Consolidating With Rammers/ Vibrators & Curing et Complete As Directed AndInstructed By Engineer In Charge.Note 1 : Rate Shall Be Inclusive Of Supply & Laying Polythene Sheet As P Drawing."

RCC M25 (U/G) — or M25 Grade Concrete Without Water Proofing Admixtures For Below Ground WorksFor Duct Bank, Footings/Foundations, Plinth Beams, Ra Slabs, Pedestals,Trenches, Manhole Pit, Culverts, Drains, Sumps, VALVE Pits, Miscellaneous Pits ,Tanks, Equipment Foundations, En sing Of Pipes Etc At Depth Below And UptoPlinth Level/Top Of Pedestal. Note : Rate Shall Be Inclusive Of Supply &Laying/Applying 3 oats Of Modified Bituminous Paint As Per Drawing.RCC -Providing & Laying In Position Controlled Grade Reinforced Cement ConcreteCo orming To IS:456-2000, With Design Mix Of Required Grade At All LocationsAnd Levels Using 20 mm And Down Size Graded Aggregates In l Types Of Works[Including Leaving Pockets, Placing Of Conduits, Making Openings, Inserts/Sleeves In Columns/ Beams/ Slabs Etc.] , uttering, All Construction, Isolation,Expansion Joints, Testing, Curing, Using Admixtures As Required, Lifting,Placing, Machine Vi ating, Tamping, Curing Etc. As Specified, Complete As PerDrawings & / Or As Directed By Engineer In Charge.Ready Mix Concrete Shall eUsed By Contractor With Concrete Having Required Quality At No Extra Cost.Note: (1) The Rate Also Includes Cost Of Providing Offs s, Groove, Cutouts,Curved & Straight Formwork, Construction Joints, Expansion Joint, Making HolesIn Or Cutting Formwork For Taking ut Dowel Bars, Hacking The Exposed SurfacesTo Receive Plaster As Necessary.(2) Rate Of Supply And Fixing Reinforcement Steel And A Other Embedded ItemsShall Be Measured And Paid Seperately"

RCC M25 (A/G) — or M25 Grade Concrete Without Water Proofing Admixtures For Above Ground WorksFor Columns, Beams, Slabs, Canopy, Chajja, Wall, Enca ng Of Pipes Etc ..RCC -Providing & Laying In Position Controlled Grade Reinforced Cement ConcreteConforming To IS:456-2000, With D ign Mix Of Required Grade At All LocationsAnd Levels Using 20 mm And Down Size Graded Aggregates In All Types Of Works[Including L ving Pockets, Placing Of Conduits, Making Openings, Inserts/Sleeves In Columns/ Beams/ Slabs Etc.] ,Shuttering, All Construction, I lation,Expansion Joints, Testing, Curing, Using Admixtures As Required, Lifting,Placing, Machine Vibrating, Tamping, Curing Etc. A Specified, Complete As Per Drawings & / Or As Directed By Engineer In Charge.Ready Mix Concrete Shall BeUsed By Contractor With Con ete Having Required Quality At No Extra Cost.Note: (1) The Rate Also Includes Cost Of Providing Offsets, Groove, Cutouts,Curved & raight Formwork, Construction Joints, Expansion Joint, Making HolesIn Or Cutting Formwork For Taking Out Dowel Bars, Hacking The Ex sed SurfacesTo Receive Plaster As Necessary.(2) Rate Of Supply And Fixing Reinforcement Steel And Any Other Embedded ItemsShall B Measured And Paid Seperately"