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| 1 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work. |
| 2 | Providing and laying cement concrete 1:3:6 (1cement: 3sand :6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. |
| 3 | Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement of RCC work in foundation and plinth with in all leads lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 4 | Foundation footings bases of columns and the like and mass concrete. |
| 5 | Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts. |
| 6 | Lintels, beams girders bressumers and cantilevers upto floor two levels |
| 7 | Arches upto floor two level. |
| 8 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- |
| 9 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts |
| 10 | Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts. |
| 11 | Providing form work of ordinary timber plankings so as to give a rough finish including centering, shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for in situ reinforced concrete and plain concrete work in arches upto 6 metres span. |
| 12 | Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 13 | White washing with lime on undecorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt, dust mortor dust and other foreign matter |
| 14 | Providing and fixing of 3.15 mm MS Sheet Manhole cover 600 x 600 mm with locking arrangement. |
| 15 | Laying in trenches GMS tubes (LG) tube fittings ( earth work in trenches to be measured and paid separetly) 80 mm dia nominal bore. |
| 16 | Providing and fixing Cast Iron Sluice valve (IS 14846:2000) |
| 17 | 80 mm nominal bore. |
