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| 1 | 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 |
| 2 | Dismantling of cement concrete or brick or granolithic floors.including base concrete and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(S.I.No.697) |
| 3 | Cartage of Surplus earth upto 5km. |
| 4 | 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. excluding royalty.( S.I. No.251) |
| 5 | 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) |
| 6 | 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. |
| 7 | 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 excluding royalty |
| 8 | 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 |
| 9 | 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) |
| 10 | 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. |
| 11 | 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 |
| 12 | 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 |
| 13 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line level and curvature, jointed with cement mortar 1:3 (1) cement:3 coarse sand). Including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 14 | Providing and laying and making kerb channed 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement:3 coarse sand 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc, complete and as per direction of Engineer-in-charge. |
| 15 | Providing laying spreading and compacting graded stone aggregate to wet mix macadom specification including premixing the materials with water at O.M.C in machanical mix plant carriage of mixed material by tipper to site. Laying in uniform layer with paver in sub base/base course on well prepared surface and compactin gwith vibratory roller to achive the desired density, including, guarding, bamicating and mainance of diversion etc. |
| 16 | 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. |
| 17 | Providing and applying tack cour on bitumisen 0.250kg Sqn, bitumen of grade- VG-10 including heating the bitumen spraying the bitumen with mechanical operated spray unit fitted on bitument boiler, cleaning and preparing the existing road surface as per specifications |
| 18 | Providing and laying 50 to 100 mm average compected thickness bituminous macadam using crushed stone aggregates of specified grading premixed with binder bitumen of grade VG-10583.5% (percentage by weight of total mex) prepared inbatch hot mix plant of 100-120 TPH capacity, transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smoothe wheeled, vibratory and tandem roller as per specification achieve the desire compaction and density, complete as per specifications and direction of Engineer-in-charge |
| 19 | Providing and laying 25mm average compected thickness semi dense Bitminious concrete using crushed stone aggregates of specified grading premixed with binder bitumen of grade VG-305.00%(percentage by weight of total mix) and lime filler 2% by weight of aggregate prepared in batch hot mix plant of 100-120 TPH capacity, transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. |
| 20 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paintapplicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe hearer, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 21 | The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13.635 kg tested in accordance with ASTMD 4280 its colour may be white, red, yellow, green or blue or bombination as directed by the Engineer, its water sesistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for protection against water ingress. |
| 22 | Supply and Laying of rubber Moulded 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 Please Enable Macros to View BoQ information |
