Tender For Restoration Of Rain Damages On Kharapather Patsari Road Km 11.500 To 19.055, jubbal-Himachal Pradesh

Restoration Of Rain Damages On Kharapather Patsari Road Km 11.500 To 19.055 Restoration Of Rain Damages On Kharapather Patsari Road Km 11.500 To 19.055 , 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 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 Concrete For Plain/Reinforced Concrete 1;4:8 (One Cement:Four Sand Eight Graded Crushed Stone Aggregate 25Mm (Twenty Five Milimeter Nominal Size ) In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802, 803, 1202 And 1203Includingcarriage Of Materialwith In All Leads And Liftsas Per Direction By The Engineer-In-Charge. , Stone Random Rubble Masonry Work In Cement Mortar 1:6 (1 Cement : 6 Sand ) In Foundation Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203..Including Carriage Of Material With In All Leads And Lifts As Perdirection Of Engineer-In-Charge. , Construction Of Dry Rubble Masonary For Retaining Walls, Breast Walls,Revetment Walls And Parapets Etc. For Sub-Structure And Super Structure Including All Leads And Lifts Complete As Per Drawing And Technical Specification Clauses 704.6 & 1302.5 Including Carriage Of Material With In All Leads And Lifts As Perdirection Of Engineer-In-Charge. , 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 , 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, 1204.3.7Including All Leads And Lifts, Asdirected By The Engineer-In-Charge

INR 350 /-

INR 25100.0 /-

INR 12.55 Lakhs /-

Name of Work:RRestoration of rain damages on Kharapather Patsari Road Km 11/500 to 19/055 (SH:-C/O Retaining wall at RD 18/340 to 18/352,Retaining wall at RD 18/065.50 to 18/072,B/wall at RD 18/064 to 18/074,Retaining wall at RD 18/059 to 18/065.50 and B/wall at RD 18/056 to 18/064)

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 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
3	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
4	Providing and Laying concrete for plain/reinforced concrete 1;4:8 (One cement:Four sand eight graded crushed stone aggregate 25mm (twenty five milimeter nominal size ) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203includingcarriage of materialwith in all leads and liftsas per direction by the Engineer-In-Charge.
5	Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203..including carriage of material with in all leads and lifts as perdirection of Engineer-In-Charge.
6	Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure including all leads and lifts complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of material with in all leads and lifts as perdirection of Engineer-In-Charge.
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
8	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, 1204.3.7including all leads and lifts, asdirected by the Engineer-In-Charge