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| 1 | Description |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal areaas per direction of Engineer-in-charge |
| 3 | Demolishing Cement Concrete manually / by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. |
| 4 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Above 900mm dia. The Hume pipe shall be stacked inside the wharf as per the direction of Engineer-in-charge. |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Stone masonry, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable with all lift and lead |
| 6 | Scraping of Stone from Dismantled Stone masonry |
| 7 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately for Bituminous course by Mechanical means |
| 8 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges,road and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m includin including cost of labour, tools & other appurtenaces required to complete the work. Depth of cutting shall be up to 3.0m |
| 9 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.50m |
| 10 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. |
| 11 | Providing and Filling in foundation with available granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. |
| 12 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates |
| 13 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification. |
| 14 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite / trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, cost of centering, shuttering,labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for Raft |
| 15 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite / trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, cost of centering, shuttering,labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for wall culvert slab etc., |
| 16 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 CMS in depth, compacting each deposited layer by ramming after watering with a lead up to 50 m, and lift up- to 3.0 m. Including cost of all labour complete as per specifications |
| 17 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with manually on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 : Grading V. Note: grading for GSB material may be adopted as per design IRC-37:2018. |
| 18 | Wet Mix Macadam (Plant Mix Method) : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with manual means in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 19 | Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid / spreading with Manual means , compacting with 8-10 t vibratory roller, finishing and curing. |
| 20 | Cement Concrete Pavement with OPC : Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with screed vibrator, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, , finishing to lines and grades as per drawing Flexural strength not less than 4.50 Mpa. Separation membrane of impermiable plastic sheet of 125 micron, groove cutting, poly suphide sealent (Pouring grade) confirming to BS : 5212 - 1989, primer joint sealent, debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour, hire charges of machineries, aII lead & lift charges etc., complete as per specifications. |
| 21 | Loading and Unloading of Stone Boulder/Stone aggregates /Sand / Kankar /Moorum R.C.Concrete blocks of any size as per site condition and technical specifications,setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, including before and after dozing at dumped location including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Kankar/Moorum.(Tipper 14 m3) |
| 22 | Carriage of materials: A : Cost of Haulage Excluding Loading and Unloading: Case-1 : Surfaced Road : lead up to 5 km.The material shall be deposited out side the Wharf as decided by the department |
| 23 | Shifting and placing the precast slabs , Re-fixing the precast slabs including cost of shifting charges, transportation charges, , tools and plant and all other incidental charges complete as instructed by department Please Enable Macros to View BoQ information |
