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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 | Dismantling of old damaged B.O.E. soling/ interlocking tiles and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(Non Schedule Item No.3 |
| 3 | Earth work in cutting or embankment in ordinary soil 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 as directed by the Engineer-in-charge. (Excluding Royalty) Analysis rate |
| 4 | Excavation in foundation in ordinary soil foul requiring the use of special T&P such as pickaxe, subbles etc. (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. (Excluding Royalty)( S.I. No.251) |
| 5 | Disposal of Debris upto 5 km including loading & unloadind lift 1.50mtr and lead up to 30.00 mtr |
| 6 | Providing and layingConcrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in prportion of 1:6:12 in foundation in under floor , including supply of all material labour and T&P etc rfequired of proper completetion of the work . |
| 7 | 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. |
| 8 | 12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimum thickness not less then 10 mm including all supply of meterial , Labour T&P etc required for proper completetion of the work. |
| 9 | Providing laying C.C with 2cm gauge approved stone ballast, approved coarse sand and cement in praportion of 1:2:4 including supply of all materials, labour and T&P etc required for proper completetion of the work. |
| 10 | RCC 1:1.50:3 with cement c'sand stone grit of 20 mm gauge in Slabs 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. |
| 11 | 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 directed by E/I. |
| 12 | Construction of Granular sub (G.S.B.) by providing, laying, spreding and compacting speciffied graded crushed stone in sub base coarse including premixing the materials at O.M.C. in mechanical mixer (Plug Mill) including carriage of mixed msterials, laying in uniform layers with power roller to achieve the desired density including all materials, labour, machinery, lighting gaurding, barricading and maintance of diversion complete of as per MoRT & HT technical specification clause No. 404B (G3) |
| 13 | 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 |
| 14 | Supplying and Fixing of 19mm thick Black mirror inaugration stone of size 900X600mm . Including base of 230X900mm brick base with foundation and 230mm x230 brick work around the stone, back base 115mm thick brick work,plastering and painting all copmlete as per direction of E/I. |
| 15 | Deduction cost of brick bats |
| 16 | Deduction cost of bricks Please Enable Macros to View BoQ information |
