Tender For repair renovation Damages On Link Road To Kharapathar Rest House Km 0/00 To 0/600 (Sh- Construction Of Eidge Wall At Rd 0/00 To 0/015 And Greeting At Rds0/000, Drain Between Km 0/00 To 0/600 And Parpets)
Tender Overview
Project Description
Tender for repair renovation Damages On Link Road To Kharapathar Rest House Km 0/00 To 0/600 (Sh- Construction Of Eidge Wall At Rd 0/00 To 0/015 And Greeting At Rds0/000, Drain Between Km 0/00 To 0/600 And Parpets) , Excavation In Soil In Hilly Area In All Kind Of Sand By Mechanical/Manual Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With A Lift Upto Any Lead And Lift As Per Technical Specification Clause 1603.1 And As Per Hppwd, Specification Of 1990 Volume-I, Or As Directed By The Engineer-In-Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Any Lead And Lift , Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material.Useful Material Available From Excavation To Be Properly Stacked And Handed Over To The Department Free Of Cost Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I Or As Directed By The Engineer-In-Charge , Providing And Laying Concrete Concrete 1:4:8 (1Cement: 4 Sand: 8 Graded Stone Aggregate 40Mm Nominal Size) In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802, 803, 1202 And 1203 Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I Or As Directed By The Engineer-In-Charge , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Plers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Sunken Floor Etc., Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering And Finishing:1:2:4 (1 Cement: 2 Coarse Sand): 4 Graded Stane Aggregate 20 Mm Nominal Size) , Providing P.C.C.Grade M-10 Nominal Mix 1:3:6 Concreta For Plain/Rainforced Concrete In Open Foundations Complete As Per Drawing And Technical Specifications Clause 802,803,1202 & 1203 Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I Or As Directed By The Engineer-In-Charge , Steel Work Welded In Built Up Sections/Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , Backfilling With Granular Material Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I Or As Directed By The Engineer-In-Charge
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge. |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 3 | Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, plers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement: 2 coarse sand): 4 graded stane aggregate 20 mm nominal size) |
| 5 | Providing P.C.C.grade M-10 nominal mix 1:3:6 concreta for plain/rainforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 6 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 7 | Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge Please Enable Macros to View BoQ information |
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