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| 1 | Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work,blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15cm. layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surplus excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-charge. |
| 2 | Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 3 | Random Rubble Masonry / polygonal rubble masonry (uncoursed / brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20 mm nominal size) at plinth level in cement mortor 1:6 ( 1 cement : 6 sand) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 4 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu- reinforcement concrete and plain concrete work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. in:- |
| 5 | Foundation footing bases of columns etc and mass concrete. |
| 6 | Columns, pillars, post and Struts |
| 7 | Beam, cantilever, girders and lintels, sides and soffits of beam, beam haunching, cantilever, bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor to all depth. |
| 8 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like in floor etc. upto 200mm thickness. |
| 9 | Providing & Laying cement concrete work 1:11/2: 3 (1 cement : 11/2 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts in:- |
| 10 | Foundation footing bases of columns etc and mass concrete. |
| 11 | Colunms pillars posts and struts upto floor two level. |
| 12 | Lintels, beams girders bressumers and cantilevers upto floor two level. |
| 13 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. |
| 14 | Providing and placing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge. |
| 15 | Preparation and approval of design and drawings duly vetted from the NIT,IIT or PEC. Thhree story building and obtaining all statutory clearanes including TPA(Town Planning Authority) approval complete in all respect for proposed design and drawing as per direction and to the entire satisfaction of the Engineer-in-Charge.(2% of the technical sanction amount i.e. Rs.2,56,68,021 only) Please Enable Macros to View BoQ information |
