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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan)..... etc complete |
| 2 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan)… etc Ordinary rock |
| 3 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means overareas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan)… etc Hard rock (blasting prohibited) |
| 4 | Filling available excavated earth(excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 5 | Transportation By Mechanical Transport including loading, unloading and stacking. Earth 1 KM |
| 6 | Providing and laying in position cement concreteof specified grade excluding the cost of centeringand shuttering - All work upto plinth level :With 40mm nominal size graded stone aggregate.M-7.5 Nominal Mix -1 Cement : 4 sand : 8graded stone aggregate |
| 7 | Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate).. etcM-20 Grade Concrete |
| 8 | Centering and shuttering including strutting,propping etc. and removal of form work for :Upto plinth: Foundations, footings, bases forcolumns, plinth beams, curtain walls, columnsbelow plinth. |
| 9 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for concrete upto plinth level |
| 10 | Centering and shuttering in cludingstrutting, propping etc. and removal of formfor:Lintels, beams, girders, bressumers andcantilevers |
| 11 | Centering and shuttering including strutting,propping etc. and removal of form work for :above plinth: Retaining walls, return walls, walls(any thickness) including attached pilasters,buttresses, and string courses fillets etc. |
| 12 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire.. etc.Thermo-Mechanically Treated bars. FE 500 Dor more conforming to IS 1786 |
| 13 | Structural steel work using M.S. flats, angles, channels I-section, H-section etc riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 14 | Steel work welded in built up sections/framed work including cutting, hoisting,fixing in position and applying a primingcoat of approved steel primer usingstructural steel etc. as required.In stringers, treads, landings etc. of staircases including use of chequered platewherever required, all complete. |
| 15 | Brick work with well brunt openbhatta, bricks, crushing strength notless than 25kg / cm2 and waterabsorption not more than 20% insuperstructure above plinth level andup to floor two level i/c curing etccomplete.Cement Mortar 1:6 (1 cement : 6sand) |
| 16 | 20 mm cement plaster of mix :1:6 (1 cement : 6 sand) |
| 17 | 15 mm cement plaster on the rough sideof single or half brick wall of mix 1:6 (1 cement : 6 sand) |
| 18 | Providing and fixing 1mm thick M.S. sheetdoor with frame of 40x40x5mm angle ironand 3mm M.S. gusset plates at thejunctions and corners, all necessary fittingscomplete, including applying a primingcoat of approved steel primer.Using M.S. angels 40x40x6mm fordiagonal braces |
| 19 | Painting Steel work with Deluxe MultiSurface Paint to give an even shade. Twoor more coat applied @0.90 ltr/10 sqmover an under coat of primer applied @0.80 ltr/ 10 sqm of approved brand ormanufacture. |
| 20 | Two or more coats applied on walls @1.25 ltr/10 sqm. Over and including onecoat of Special primer applied @ 0.75ltr / 10 sqm. |
| 21 | Supplying and filling in plinth underfloors including watering rammingconsolidating in layers not exceeding20cm in depth and dressing complete.With hard muram having CBR >12 % atunder floors including watering,ramming and compacting (minimumcompaction 95% of MDD) in layers notexceeding 20cm in thickness anddressing complete. (Note:- maximumthickness of this layer to be providedshall be 30cm) Please Enable Macros to View BoQ information |
