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| 1 | Excavation in foundation trench etc. in earth work lift up to 50mm stacking the excavated soil not more 3 mtr. clear from the edge of excavation then returning the stacked soil in 15 mm layers when required in plinth side of foundation etc. consolidation each deposited layer by ramming & watering then disposing all surplus excavated earth as directed with in a lead of 20 mtr. |
| 2 | Boulder filling dry hand packed tightly under floor of tank |
| 3 | Providing and laying cement concrete work 1:5:10 ( 1cement: 5 sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of work in foundation & plinth. |
| 4 | Providing and laying in position cement concrete in retaining walls rectum wall, walls (any thickness) including attached position, columns pillars, abutments, post, struts, buttresses, string or lacing courses, excluding the cost of centering, shuttering and finishing etc. complete. C.C 1:1.5:3 (1 cement: 1.5 sand: 3 graded stone aggregate 20mm nominal size) curing complete etc. |
| 5 | Providing & form workwith steel plate 3.15 mm thick welded with angle iron in frame 30x30x5 mm. so as to give a rough finishing including centringshutering, strutting and propping and centering below supporting float to ceiling not exceeding 4 mtrs and removal of the same for insitu reinforced concrete work in. Vertical surface wall of tank |
| 6 | Providing and laying of tor/ mild steel reinforcement for RCC work including bending binding and placing in position complete up to floor two level @ 75 kg per cum |
| 7 | 10mm thick cement plaster laid in 1:4 including curing complete |
| 8 | Providing and fixing M/S gate valve 2 inch dia & fixing of Sign Board 0.60 X 0.45) with writing as desired |
| 9 | Providing and fixing of G.I. pipe 2 inch dia |
| 10 | Providing and fixing G.I. wire netting4 mm or SWG 6 in 10 cm x 10 cm mesh with G.I. M/S angle 35x35x5 |
| 11 | Excavation in foundation & trenches etc.in earth work, lift up to 50mm. Stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and than in to plinth. Side of foundation etc. consolidating each deposited layer by ramming and watering and than disposing off all surplus excavated earth as directed with in a lead 20mtrs (50% pick50%Jumper Work) |
| 12 | Providing and Laying of Cement concrete 1:5:10 (1Cement: 5 Sand: 10 graded stone aggregate 40 mm nominal size) in bottom |
| 13 | Providing & form workwith steel plate 3.15 mm thick welded with angle iron in frame 30x30x5 mm. so as to give a rough finishing including centring shutering,strutting and propping and centring below supporting float to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete work in. (Vertical surfaces such as wallas above G.L ) |
| 14 | Providing and laying cement concrete work 1:11/2:3 (1 cement: 11/2 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of work and reinforcementfor reinforced concrete work in suspended floor landing and shelves and their support balconies beam girders, bressumers and cantilever uo to floor two level (Vertical surfaces such as wallas below G.L and above) |
| 15 | Providing mild / tor steel reinforcement work i/c bending & placing in position complete (skin reinforcement) |
| 16 | Providing and Laying of in position Cement Concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level. Cement concrete 1:3:6 (1 Cement: 3 Sand: 6 graded stone aggregate 40 mm nominal size) curring complete etc. |
| 17 | Boulder /stone filling dry hand packed tightly as in wire crate |
| 18 | Providing & fixing 40mm gate valve medium grade |
| 19 | Providing & laying40 mm G.I pipemedium grade |
