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| 1 | Excavation in foundations,trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20mtrs. Pick, jumper work with in all leads and lifts. |
| 2 | Earth work without dewatering |
| 3 | Earth work with dewatering |
| 4 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding the cost of centring and shuttering in Foundations and plinth. Within all leads and lifts. |
| 5 | Providing and laying cement concrete 1:1.5:3(1 cement: 1.5sand: 3graded stone agg.20mm nominal size) and curing complete excluding cost of form work and reinforced work for rainforcement cement concerete work with in all leads and lifts. |
| 6 | Foundation footing basis of columns etc. and mass concrete |
| 7 | Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. |
| 8 | Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:- |
| 9 | Vertical surfaces such as walls(any thickness)bartitions and the like i/c attached,pillasters plinth and string courses and the like within all leads and lifts. |
| 10 | Flat surfaces,such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200mm in thickness within all leads and lifts. |
| 11 | Providing in RC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement:3 sand). |
| 12 | Providing and laying cement concrete 1:2:4(1 cement: 2sand: 4graded stone agg.20mm nominal size)and curing complete excluding cost of form work in reinforcement for reinforced cement concrete work in foundation footing basis of columns and like mess concrete. |
| 13 | Suspended floor, roofs, landings and shelves and their support balconies, beams, girders, bressumers and cantileveer upto floor level complete within all leads and lifts. |
| 14 | Prov.Laying Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) as per the direction of Engineer-in-Charge with in all leads and lifts. |
| 15 | Steel work welded in built up sections,trusses and framed work, including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint:- In grating framed guards brass ladeers, railing, brackets and similar works etc. within all leads and lifts. |
| 16 | Laying in trenches GMS/MS Tube (L/M class) tube fitting (earth work in trenches to be measured & paid for separately). |
| 17 | 80 mm |
| 18 | Providing & fixing CI Sluice valve ( with hand wheel) as per IS: 780:1984 class -I upto 300mm dia.( i/c brass spindle & as per 2906-1984 class-II for dia. 300 mm ) complete with bolts nuts, rubbe insertion etc., ( the tail piece if required shall be measured & paid for separately). within all leads and lifts. |
| 19 | 80 mm |
| 20 | Providing & fixing SFRC man hole cover frame having frames size of 560 mm internal dia should not be less than 100 Kg. |
| 21 | Stone filliig behind the long wall facing towards u/s side. Please Enable Macros to View BoQ information |
