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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | E/w in excavation by mechanical means(hydraulicexcavator)/ manual meansin foundation trenches or drain including dressing of side and ramming of bottm for all lift including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. as per DSR code 2.8 |
| 3 | Cement concrete with 40 mm guage stone ballast, coarse sand and cement in proportion of 8:4:1 in foundation and under C.C. including supply of all material , labour and T&P etc required for proper completion of word as per DSR Code 4.1.8 |
| 4 | Courseed rubble masonary (second short) with hard stone in foundation and plinth As per DSR code 7.7.1 |
| 5 | Construction ofgranular Sub-baseby providing well graded material , spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollerto achieve the desired density, complete as perTechincal Specificationclause 401 |
| 6 | Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) |
| 7 | Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design ,over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501 .2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing ,speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion ,construction jointes,primer,sealant , near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days.using curing compounds(where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. |
| 8 | Plane cement concrete with 2 cm. guage approved dalla stone ballst approved coarse sand and cement to the proportion of 1:2:4 including all labour material and T&P complete etc. as per DSR Code 4.20.2.2 |
| 9 | Raised and cut pointing on stone work with cement mortor 1:3 (1 cement:3 fine sand) as per DSR code 13.33.2 |
| 10 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m including trimming bottom and side slopesin accordance with requirements of lines,grades and cross sections |
| 11 | Supply & fixing of signboard/marble name plate |
| 12 | ( Rates in BOQ are exclusive of G.S.T. Amount ) |
