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| 1 | Dismantling of old damage brick work and stone work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M. (S.I.No.692) |
| 2 | Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches. Including royalty @ 14.00 per cum.( S.I. No.251) |
| 3 | Supplying of Earth for cutting or in embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance and cartage upto 8Km distance as directed by the Engineer-in-charge Including royalty @ 14.00 per cum. |
| 4 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273) |
| 5 | First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work SI N0.305 |
| 6 | First class B/w in 1:4 Cement C'sand mortor in S/S including supply of all meterial labour T&P etc required for proper completion of work SI N0. (305+310) |
| 7 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in beam excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 285 |
| 8 | 12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) |
| 9 | Brick soiling with straight over burnt bricks lasi flat and dry including preparetion of subgrade to prescribed camber and including supply of bricks, filling joint with local earth, spreadig blinding coat of 1cm depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper complition of the work. As per S.I. no. 762(a) |
| 10 | R.C.C. work with cement,approved coarse sand and 4cm gauge stone ballast in proportions of 1:2:4 in raft and foundation excluding supply of reinforcement and its bending but including its fixing & binding the same with 24 B.W.G G.I wire and including necessary centring and shuttering etc.and also including supply of all materials labour ,tools & plants etc required for proper completion of work. Binding wire cost being included in the item,(S.I.No.287) |
| 11 | R.C.C. work with cement,approved coarse sand and 4cm gauge stone ballast in proportions of 1:1.5:3 in wall and coloumn excluding supply of reinforcement and its bending but including its fixing & binding the same with 24 B.W.G G.I wire and including necessary centring and shuttering etc.and also including supply of all materials labour ,tools & plants etc required for proper completion of work. Binding wire cost being included in the item,(S.I.No.289) |
| 12 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284 |
| 13 | Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504 |
| 14 | Fabrication of Mild steel or iron work of grill and stair case railling (When not included in an overall rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts and wastage etc. and there fixing if required for proper completion of work.(S.I.No.502c) |
| 15 | P/Laying 2mm thick plaster of paris putty for proper complition of the work as per Direction of E/I all complete As per D.S.R. No. 13.26 |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) as per D.S.R. 13.46.1 |
| 17 | Two coat painting with synthetic enamel paints on new plain surface with primer of approved quality of colour by E/I. |
| 18 | Dismantling of bituminous road manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge As per D.S.R. No. 15.43.2 |
| 19 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceefing 0.5m in depth and earthwork in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including 1.50m lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the Engineer-in-Charge. (Excluding Royalty) S.I. No. 253 |
| 20 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273) |
| 21 | First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work SI N0.305 |
| 22 | 12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) |
| 23 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. |
| 24 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284 |
| 25 | Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504 |
| 26 | P/L of Granular sub base with coarse graded materials (Table 404 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc. |
| 27 | Supply and Laying of C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I (zig-zag and 20% coloured tiles) Please Enable Macros to View BoQ information |
