TN_16_17

Amount

Road Work: Scarifying the existing bituminuos road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead p to 1000 m as per technical specification clause 301.4

Excavation for roadway in soil by Mechanical means including cutting and pushing the earth to side of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirement of lines grades and cross-section.

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 compacted to meet of requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means, Private Land

Construction of subgrade and earthen shoulder Construction of sub-grade and earthen shoulders with approved materials 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 with a lead upto 1000 m as per Technical Specification Clause 303.1. By Mechanical Means: Private land

Construction of granular sub-base by providing close graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401. (ii) For Grading-II Material.

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 vibratory roller 8-10 tones 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. (A) By Manual Means. (III)WBM Grading-II

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 vibratory roller 8-10 tones 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. (A) By Manual Means. (III)WBM Grading-III

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification Clause 1504 (inclusive of Edge restraint and carriasge).

Extra for providing and laying coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (including of Edge restraint and carriage)

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MOSTRTHS fixed to the road surface using the adhersives and the procedures recommended by the manufactures with three months replacement warranty and free maintenance.

Surajit Brahma

Dharamsing Narzary