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| 1 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. |
| 2 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. |
| 3 | Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- |
| 4 | foundation footing and bases of columns & like mass concrete. |
| 5 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. |
| 6 | Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge. |
| 7 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 8 | Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- |
| 9 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. |
| 10 | Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness. |
| 11 | Edge of slab and break in floor 20 cm wide |
| 12 | Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete |
| 13 | Steel work welded in built up sections, trusses and framed work including cutting hoisting Fixing in position and applying a priming coat of red lead paint :- |
| 14 | In trusses and trussed purlings in buildings. |
| 15 | White washing with lime on undecorated wall surfaces (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt dust mortor drops and other foreign matter. |
| 16 | Prov. and fixing GMS tubes of following dia in walls, floors , ventilating pipe/ over flow pipe etc. including tube fittings and making the wall, floors etc. good. i.e welding with one feets 25mm flat iran both side of req.pipes. (25mm-80mm) dia. |
| 17 | Providing & fixing cantrolling arrangement with( 25 to 65) mm dia wheel valve i/c all type of tube fitting compelete. |
| 18 | Painting two coats deco paint on RCC Work including cleaning all dirt, dust and other foreign matters other than white paint |
| 19 | Providing, Laying and jointing in trenches,galvanised mild steel tubes (Light grade)confirming to IS-1239 (Part-I) 2004 i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately)i/c all leads and lifts complete. |
| 20 | 15 mm Dia (L) S/S |
| 21 | 20 mm Dia (L) S/S |
| 22 | 25 mm Dia (L) S/S Please Enable Macros to View BoQ information |
