Construction of road from Karchowabori Goroimari road at Simultoli to Kusumpur

Amount

Road Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Construction of embankment with approved materials 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 From Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 From Private Land

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Techincal Specification Clause 401: For Grading II Materials

Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Providing and laying interlocking concrete block pavement (ICBP) with cement concrete paving block as per IS: 15658-2006 of thickness 80mm and 28 days compressive sterngth not less than 140N/mm2 over a layer of bedding sand of compected thickness 30mm laid over prepared base complying to grading specified in table 1500.6. Blocks are to be laid either to proper level and grade and compected with approprite equipment such as plate vibrator alongwith spreading of a thin layer of joint filling sand complying to grading specified in table 1500.6 to fill up the gaps between blocks including construction of edge restraint on either complete as per drawing and technical Specification clause 1504.

M/S 4 Star Group