|
| 1 | Earth wok in excavation over areas (exceding 30 cm in defth.1.5m in width as well as 10 sqm in plan including disposal of excavates earth ,lead upto 50m ; disposad earth to be levelled and neatly dressed. All Kinds of Soil (DSR 1997 CODE 2.6.1) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 4 | Extra for levelling & neatly dressing of disposed soil completely Jas directed by Engineer-in-charge |
| 5 | Providing and laying in position cement concrete of specified grade exluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-ll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10raded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement:2 coarse sand (zone-l1) derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Centering and shuttering including strutting. propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 9 | Centering and shuttering including strutting. propping etc. and |removal of form for Small lintels not exceeding 1.5 m clear span, |moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 10 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 11 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Raised and cut pointing |
| 12 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 13 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compund conforming to I:1834. |
| 14 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.. |
| 15 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). Please Enable Macros to View BoQ information |
