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| 1 | Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil blasting work and chiseling /wedging out of rocks where blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.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 disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge |
| 2 | Providing and laying cement concrete 1:3:6(1 cement : 3 sand : 6 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth. |
| 3 | Providing & laying cement concrete in 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 concrete work work in a) Foundations, and Plinth in all lead and lifts. |
| 4 | b) Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. |
| 5 | Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers etc in all leads and lifts of any shape. |
| 6 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-(a) Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. Flat surfaces such as soffits and suspended floors, roofs, landings and the like:- floors etc up to 200 mm on thickness with in all leads and lifts. Flat surfaces such as soffits and suspended floors, roofs, landings and the like:- floors etc up to 200 mm on thickness with in all leads and lifts. |
| 7 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like |
| 8 | Providing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts |
| 9 | Laying jointing and testing in trenches galvanised mild steel tubes (MG) tube fittings 9 earth work to be measured and paid separatly) 40mm dia |
| 10 | Prov and Fixing Sand Cast iron /cast iron spun spigot and socket soil ,waste and venteliting pipe .(lead choked joint to be measured and paid for sepretely)100 mm dia |
| 11 | Prov and fixing sand cast iron /cast iron spun fitingcast iron cowl 100 mm dia as per the direction of Engimneer in charge. |
| 12 | Prov & Fixing Gun Metal wheel valve 40mm nominal bore |
| 13 | Manufacturing, Supplying, Fabrication and Fixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40 x4 mm for frame, MS Angle 30x30 x3 mm for cover. MS Flat 25 x5mm for fixing of sliding door bolt and MS Sheet( 12gauge) 2.50 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle & in RCC slab, by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x16mm MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint ( Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer-in Charge. Errection of all equipments from S.No. 1 to 4, 6 & 8 i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge. Please Enable Macros to View BoQ information |
