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| 1 | Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling / wedging out of rock / where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15 cm 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 by the Engineer –in-charge in all leads and lifts. |
| 2 | Providing and laying cement concrete 1: 3: 6(1Cement: 6 sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts. |
| 3 | Providing and laying cement concrete 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 4 | Foundations, footings, bases of columns and the lika & mass concrete. |
| 5 | Wall of (any thickness but not less than 0.10 m Thickness) attached pilasters, buttresses, plinth and string course etc.from top of found, level up to floor level. |
| 6 | Providing form work with steel plates 3.15mm 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 centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain. |
| 7 | Vertical surface such as wall etc. |
| 8 | Providing in RCC work smooth finishing to exposed RCC surfaces with cement mortar 1:3 (1Cement:3Sand) complete in all respect. |
| 9 | Providing, Laying Mild or Tor Steel reinforcement for RCC including binding and placing in position complete upto floor two level Tor Steel in all Leads and lifts. |
| 10 | Steel work welded in built up sections , trusses & framed work i/c cutting , hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed , guards, bars, ladders, railing, brackets & similar works complete in all respect including carriage of materials in all leads and lifts |
| 11 | Laying, jointing and testing GMS tube light class of following diameter including tube fitting complete(earth work to be measured and paid for separately including testing of joints, within all leads and lifts as per the entire satisfaction of the Engineer-in-charge (Labour Rate) |
| 12 | 150mm dia |
| 13 | Providing and supplying of C.I. Sluice valves Kirloskar /Leader make of following diameter with hand wheel as per IS:14846-2000 (Class PN-10) (including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc. and as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 14 | 150 mm dia |
| 15 | Construction of chamber for sluice valve with C.I. surface box 100 mm top dia, 160 mm bottom dia and 180 mm deep (inside) with chained lid. RCC top 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), 100 mm thick foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size). Inside plastering with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement including curing complete. 600 × 600 × 750 mm inside size with 150 mm thick walls of RCC 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) complete with formwork and reinforcement with 6 mm bars not exceeding 150 mm centre to centre both ways. Please Enable Macros to View BoQ information |
