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| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 4 | Construction of granular sub-base by providing grading -1 material in uniform layers with motor grader on prepared surface by mix in place method with rotavator at OMC, & compecting with vibratory roller to achieve the desired density, complete as per Clause 401 |
| 5 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (W.M.M.) |
| 6 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 7 | Brick Masonry Work in Cement Mortar 1:4 in Sub-structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 8 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications |
| 9 | Providing and laying reinforced cement concrete Grade M-20 in Open Foundation complete as per drawing and technical specifications. |
| 10 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR-16.91.2) |
| 11 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.1000 mm dia RCC pipes. (Laying by manual/ machanical means)(DSR-19.35.4) |
| 12 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes. (DSR-19.35.1) |
| 13 | Providing and fixing of M.S. informatory sign board with frame of 40X40X5mm angle iron and diagonal braces of 25X5mm flat iron. 16 S.W. gauge M.S. Sheet shall be fixed on the M.S. Frame including one coat of ready mixed priming paint and two coats of apporved superior quality ready mixed paint on the whole structure and also painting letters on M.S. Sheet firmly fixed to the ground with 15 grade cement concrete 45X45X60cm B.G.L. Complete as per approved drawing and direction of Engineer-in-charge. (A.R.) Please Enable Macros to View BoQ information |