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| 1 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 2 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 3 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 4 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 5 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 7 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 8 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1) |
| 9 | Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) |
| 10 | Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA) |
| 11 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15cm wide stripes fitted with 80x100mm rectangular or 75mm dia circular reflectorized panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.) (AR/GNIDA) |
| 12 | Road Markers/road stud with lenses Reflector (Providing and fixing of road stud 100x100 mm dia cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lenses reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 Part 4:1973) AR/GNIDA) |
| 13 | Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647/15.07) |
| 14 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
