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Tender For Restoration Of Rain Damages On Link Road Mandal Kenchi To Jaghai Km 0.0 To 1.0, jubbal-Himachal Pradesh

Public Works Department-PWD has published Tender For Restoration Of Rain Damages On Link Road Mandal Kenchi To Jaghai Km 0.0 To 1.0. Submission Date for this Tender is 05-02-2024. Road Work Tenders in jubbal Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41854630
Tender For Restoration Of Rain Damages On Link Road Mandal Kenchi To Jaghai Km 0.0 To 1.0
Open Tender
Indian
Himachal Pradesh
jubbal
05-02-2024

Tender Details

Restoration Of Rain Damages On Link Road Mandal Kenchi To Jaghai Km 0.0 To 1.0 Restoration Of Rain Damages On Link Road Mandal Kenchi To Jaghai Km 0.0 To 1.0 , 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 Suitablematerial.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 Concreteconcrete 1:6:12 ( 1Cement: 6 Sand: 12 Graded Stone Aggregate 40Mm Nominal Size ) For Plain / Reinforced Concrete 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 Concreteconcrete 1:4:8 ( 1Cement: 4 Sand: 8 Graded Stone Aggregate 25Mm 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 , Construction Of Dry Rubble Masonary For Retaining Walls, Breast Walls, Revetment Walls And Parapets Etc. For Sub-Structure And Super Structure Complete As Per Drawing And Technical Specification Clauses 704.6 & 1203.5Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I As Directed By The Engineer-In-Charge , Stone Random Rubblemasonryin Cement Mortar 1:6 ( 1 Cement : 6 Sand ) Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203.Including All Leads And Lifts, Or As Per Hppwd, . Specification Of 1990 Volume-I, Asdirected By The Engineer-In-Charge. , Providing Weapholes In Brick Masonry / Stone Masonry / Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Pvc Pipe Extending Through The Full With Of The Structures With Slop Of 1 ( V ) :20 ( H ) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7

Key Value

Document Fees
INR 350 /-
EMD
INR 39800.0 /-
Tender Value
INR 19.19 Lakhs /-

BOQ Items

Name of Work:Restoration of rain damages on Link RoadMandal Kenchi to Jaghai Km 0/0 to 1/0(SH:-C/O Breast wall at RD 0/105 to 0/128,0/150 to 0/178,0/188 to 0/200 and 0/210 to 0/222,C/O PCC B/Wall at RD 0/850 to o/875 )
Sl. No. Item Description
1Earthwork 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 suitablematerial.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
2Providing and Laying concreteconcrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete 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
3Providing and Laying concreteconcrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 25mm 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
4Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1203.5including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge
5Stone Random rubblemasonryin cement mortar 1:6(1 cement : 6 sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge.
6Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
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