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| 1 | Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr 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 watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge. |
| 2 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 3 | Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 4 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. |
| 5 | In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 6 | Providing form work with steel plates 3.15mm.thick welded with angle iron frame 30x30x5mm. so as to give a fair finish in-cluding centring,shuttering,strutting and propping etc.with wooden battens and ballies height of propping and centring below supporting floor to ceiling exceeding upto any height and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 7 | In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. |
| 8 | Providing and laying tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 9 | Providing Laying & jointing in trenches 4.00 kg.F/ cm2 working pressure polythiene pipes high density conforming to IS:4984-1995 (PE - 80 grade) PN-4 complete with special flange compression type fittings. (Earth work in trenches to be measured & paid for separately) within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. |
| 10 | 110 mm diaHDPE pipe -PN-4 (O/L 3 to O/L10 & O/L10 to 11 ) |
| 11 | 125 mm dia HDPE pipe -PN-4 (DT cum OL 1 ,O/L 1 to O/L 2 & O/L 8 to O/L 9) |
| 12 | 160 mm dia HDPE pipe -PN-4 (D/T cum to O/L 3, O/L 3 to O/L4 & O/L4 to O/L5) |
| 13 | 200 mm dia HDPE pipe -PN-4 (O/L 5 to OL 6) |
| 14 | 225 mm dia HDPE pipe -PN-4 (O/L 6 to O/L 7 & O/L 7 to O/L8 ) |
| 15 | Providing and fixing of Cast Iron Alfa Valve of following nominal bore heavy duty reputed make of ISI-Marked as per per the directions and satisfactions of the Engineer-in-Charge. |
| 16 | 150 mm Dia |
| 17 | 200 mm Dia Test run. 8 Hours continueously for 7 days Please Enable Macros to View BoQ information |
