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| 1 | 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 kinds of soil |
| 2 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 3 | Providing and laying dry flat brick flooring in required pattern complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: -1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 5 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).` |
| 6 | 12 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work up to plinth level 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : In plinth and skirting courses, fillets, columns, pillars, posts and struts: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in beams, suspendedfloors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five levelexcluding the cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 11 | Centering shuttering including struttings, propping etc.and removal of form work for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shutteringply |
| 12 | Centering shuttering including struttings, propping etc.and removal of form work for:Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 13 | Steel work welded in built up section/framed workincluding cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer usingsteel etc. complete as required:-In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete. |
| 14 | Providing weep holes in brick masonary/ stone masonary, plain/reinforced convrete abutment, wing wall , returen wall with 100 mm dia AC pipe or UPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as drawing and MoRT&H techical specification clauses 2706,2200. |
| 15 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : |
| 16 | Providing & laying flat brick soling layer on prepared Subgrade according to line, grades & crosss section shown on the drawing filling joints with earth free forem lay with alasticity Index not exceeding watering roling same with three wheeled road roller 80-100 mm as per MoRD Technical specification |
| 17 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, shuttering, finishing and reinforcement--All work upto plinth level- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) Please Enable Macros to View BoQ information |
