Tender For R/R Damages On Kharapather To Patsari Road Km 0.00 To 11.500 Sh Co Rwall At Rd 4.840 To 4.854 , 5.887 To 5.590, ,2.340 To 2.345 ,2.175 To 1.190 Bf Behind The Rwall At Rd 5.860 To 5.887, jubbal-Himachal Pradesh

R / R Damages On Kharapather To Patsari Road Km 0.00 To 11.500 Sh Co Rwall At Rd 4.840 To 4.854 , 5.887 To 5.590, , 2.340 To 2.345 , 2.175 To 1.190 Bf Behind The Rwall At Rd 5.860 To 5.887 R / R Damages On Kharapather To Patsari Road Km 0.00 To 11.500 Sh Co Rwall At Rd 4.840 To 4.854 , 5.887 To 5.590, , 2.340 To 2.345 , 2.175 To 1.190 Bf Behind The Rwall At Rd 5.860 To 5.887 , 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 , 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. , 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. , Providing And Laying Of Boulder Apron Laid In Wire Crates With 4 Mm ( Four ) Milimetre Dia Gi Wire Conforming To Is:280 And Is: 4826In 100 Mm X 100 Mm ( One Hundred Milimetre X One Hundred Milimetre ) Mesh ( Woven Diagonally ) Including 10 ( Ten ) Percent Extra For Laps And Joints Laid With Stone Boulders Weighting Not Less Than 25 Kg ( Twenty Five ) Kilogramme Each As Per Drawing And Technical Specifications Clause 1301 And As Per The Direction Of The Engineer-In-Charge Includingcarriage Of Material Through All Modes Of Transportation Within All Leads And Liftsand Other Incidentals. , 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 17150.0 /-

INR 8.56 Lakhs /-

Name of Work:R/R Damages on Kharapather to Patsari Road KM = 0/00 to 11/500 (SH:- C/o R/wall at RD = 4/840 to 4/854 , 5/887 to 5/590, ,2/340 to 2/345 ,2/175 to 1/190 & B/F behind the R/wall at RD = 5/860 to 5/887)

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	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.
5	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.
6	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.
7	Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia GI wire conforming to IS:280 and IS: 4826in 100 mm x 100 mm ( one hundred milimetre x one hundred milimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighting not less than 25 kg (twenty five)kilogramme each as per drawing and Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge includingcarriage of material through all modes of transportation within all leads and liftsand other incidentals.
8	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
9	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