Name of Work :पिच रोड कादीपुर देशी शराब ठेके के पास से खेलकूद मैदान तक सी0सी0 रोड निर्माण कार्य।
Sl. No.
Item Description
1
Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
2
Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding Y2 meter (20\") in depth and earth work in enbankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\") lift and 30m (100\") lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100\") distance as directed by the E/I. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
3
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smooth MORD specificaions 401(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
4
Providing, laying, spreading and compacting of sukrut stone aggregates of specific sizes to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, MORD specifications 405.3(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
5
Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
6
RCC Hume Pipes NP-3 inculidng collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 find sand) including testing of joints. 350 mm dai .(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
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