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| 1 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 2 | Retrieving of screwed and socketed galvanized mild steel tube, tube fitting in trenches complete in all respect (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. |
| 3 | 65mm dia nominal bore |
| 4 | Relaying and jointing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. |
| 5 | 65mm dia nominal bore |
| 6 | Welding of pipe at site leakage point of following dia's including digging pit for welding within all leads and lifts as per the direction of Engineer-In-Charge. |
| 7 | 65 mm dia (Nominal Bore.) |
| 8 | Cutting in earth work and disposal of excavated earth work upto a lead of 20 metre in all kind of soil within all leads and lifts as per the direction of Engineer-in -Charge. |
| 9 | Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge. |
| 10 | Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in. |
| 11 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. |
| 12 | Providing and laying PVC pipe 100 mm dia of reputed make as per relevant specification of pressure 4.50 Kg./Cm2complete within all and lift as per the direction and to the entire satisfaction of Engineer in charge. |
| 13 | 100mm dia |
| 14 | Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 mm to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 15 | Providing and laying Cement Concrete work 1:4:8(1cement :4sand : 8graded stone aggregate 40mm nominal size) & curing complete excluding the cost of form work in foundation & Plinth within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 16 | Providing and laying cement concrete 1:3:6 (1 cement : 3 sand: 6 graded stone aggregate 20mm 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. |
| 17 | Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separetaly) G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre within all leads and lifts as per the direction of Engineer-in -Charge. |
| 18 | Wire crate made of G.I. wire filled with boulders with square cut faces aginst the wire (wire crate to be measured and paid for separetaly) the weight of boulder should not be less than 18 kg.each within all leads and lifts as per the direction of Engineer-in -Charge. Please Enable Macros to View BoQ information |
