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| 1 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting hard or soft rock by chiseling where the blasting work is prohibited slushy daldal and saturated soil I/c pumping or bailing out water with in all heights, stacking the excavated soil with in 15cm (Fifteen centimeters) when required in to plinths, sides of foundation consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as direction with in all leads of 20meters in Pick, jumper work as directed by the Engineer-in-Charge. |
| 2 | Providing, Laying, Jointing and testing ofGI. Pipe in treaches galvanized mild steel tube (Meduim grade) tube fittings (Earth work in trenches to be measured and paid for separately) complete including all types of GI fittings within all leads and lifts as per the direction of the Engineer-in-Charge. |
| 3 | GI. Pipe 50 mm dia (Medium Grade) |
| 4 | Providing and laying cement concrete work 1 : 3 :6 ( One cement : two sand : four graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the direction of Engineer-in-Charge. |
| 5 | Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 6 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 7 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 8 | Providing and laying cement concrete work1:3:6( 1 Cement, 2 sand ,4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads & lifts as per direction in Engineer-in-charge. |
| 9 | Providing and laying cement concrete work 1:2:4 ( 1 Cement, 2 sand ,4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and rein forcement for reinforced concrete work in:- |
| 10 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 11 | Providing tor steel reinforcement for reinforced concrete work including bending,binding & placing in position complete upto floor two level including all leads & lifts as per the direction of the Engineer-in-Charge. |
| 12 | Providing form work with steel plates 3.15 milimetres thick welded with angle iron frame 30x30x5milimetres to give a fair finish including centering shuttering and propping etc. height of propping and centering below floor toceiling not exceeding four metres and removal of the same for-in-situreinforced concrete and plain concrete work in : |
| 13 | Vertical surface such as wall (any Thickness) partition and the like including attached pilasters, Buttresses plinth and string and the like With in all leads and lifts as per the engineer-in-charge. |
| 14 | Flat surfaces such as soffits of suspended floor, roofs landing and the like floors etc.upto 200mm in thickness.upto all thickness including all leads and lifts as per direction of the Engineer-in-charge. |
| 15 | Laying, jointing and fixing of GI Pipe of following diametre in Inlet,outlet and Scour pipe with in all leads and lifts as per the direction of Engineer-in-Charge. |
| 16 | Outlet & Scour pipe 50 mm Dia |
| 17 | PROV./ PLACING IN HORIZENTAL LAYERS FILTERING MEDIA DULY GRADED, SCREENED,WASHED & CLEANED AS SPECIFIED BY ENGINEER -IN -CHARGE. |
| 18 | Bottom Layer : Broken stone 50mm to75mm |
| 19 | Center Layer : Bajri 20 mm to 25 mm |
| 20 | Top layer: Bajri 6 mm to 20 mm |
| 21 | Providing & Fixinf full way Brass Valve with wheel complete as per the direction of Engineer-in-Charge. (50 mm dia) |
| 22 | Prov. & fixing of 3.15 mm MS Sheet manhole cover 600 x 600 mm with locking arrangement as per the direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
