Tender For Construction of Ayurvedic Helth Center At Kuddu In Tehsil Jubbal Distt. Shimla H.P. (Sh:-Removal Of Silps & Construction of Boundary Wall In Plain Cement Concrete At Rd 0/00 To 0/035)
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Project Description
Tender for Construction of Ayurvedic Helth Center At Kuddu In Tehsil Jubbal Distt. Shimla H.P. (Sh:-Removal Of Silps & Construction of Boundary Wall In Plain Cement Concrete At Rd 0/00 To 0/035) , Removal Of Land Slide In Hillyarea In Ordinary Rock Not Requiring Blasting By Mechenical Means I/C Cutting And Trimming Of Slops And Disposal Of Cut Material Within Lift Upto 1.5M And Lead Upto 1000M As Per Hppwd,Technical Specification 302.3.5 And 1611 Including All Leads And Lifts As Per Hppwd, Specification Of 1990 Volume-I 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 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
BOQ
| Sl. No. | Item Description |
| 1 | Removal of land slide in hillyarea in ordinary rock not requiring blasting by mechenical means i/c cutting and trimming of slops and disposal of cut material within lift upto 1.5m and lead upto 1000m as per HPPWD,technical specification 302.3.5 and 1611 including all leads and lifts as per HPPWD, specification of 1990 volume-I 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 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 Please Enable Macros to View BoQ information |
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