Construction Of Balance Work Of G.S.S. School Building At Giltari In Tehsil Jubbal Distt. Shimla H.P
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Project Description
Construction of Balance Work Of G.S.S. School Building At Giltari In Tehsil Jubbal Distt. Shimla H.P Sh Site Development Works 2 Nd Stage Under Deposit , Earthwork In Excavation For Structure As Per Drawing And Technical Secifications Clause 305. 1 Including Setting Out Construction Of Shoring Bracing Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M Dressing Of Sides And Bottom And Backfling In Trenches With Excavated Suitable Material. , Providing Concrete For Laying Concrete Cement In Open Foundation Complete As Per Drawing & Tech. Specifications As Per Clause 802, 803, 1202, 1203 P.C.C. ( 1:6:12) , Stone Masonary In Cement Mortar For Substructure Complete As Per Drawing Amd Technical Specifications Clause 702, 704, 1202 And 1204 Random Rubbie Masonary In Cement Mortar (1:6) , Excavation In Soil In Hilly Area By Manual Means Including Cutting And Trimming Of Side Siopes And Disposing Of Excavated Earth With A Lift Upto 1.5 M And A Icad Upto 20 M As Per Drawing And 1879.50 Technical Specification Clause 1603.1 , P/L Of Weepholes At Gradient Of 1:20 Penetrating Throught The Complete Width Of The Wall As Per Drawing And Technical Specifications To The Satisfaction Of Engineer In Charge
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for structure as per drawing and technical secifications Clause 305. 1 including setting out construction of shoring bracing removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfling in trenches with excavated suitable material. |
| 2 | Providing concrete for laying concrete cement in open foundation complete as per Drawing & Tech. Specifications as per clause 802, 803, 1202, 1203P.C.C. ( 1:6:12) |
| 3 | Stone Masonary in cement mortar for substructure complete as per drawing amd technical specifications clause 702, 704, 1202 and 1204 Random rubbie masonary in cement mortar (1:6) |
| 4 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side siopes and disposing of excavated earth with a lift upto 1.5 m and a icad upto 20 m as per drawing and 1879.50Technical Specification Clause 1603.1 |
| 5 | P/L of weepholes at gradient of 1:20 penetrating throught the complete width of the wall as per drawing and technical specifications to the satisfaction of Engineer in Charge |
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