Contruction of ICBP road from Diphu Matipung via Mening Ronghang to Hemari Bey under AAP (KAAC) for the year 2025-26

Clearing and grubbing road land including uprooting wild vegetation, grass bushes, shurbs, saplings and trees girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking 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 thickness as per Technical Specification Clause 201. (ii) By Mechanical Means (A) In area of non-thorny jungle

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of Cement Concrete Pavements by Mechanical Means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stockpilling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable material separately

Removing all types of Hume pipes and stacking within a lead of 1000 including Earthwork and Dismantling of masonary work as per Technical Specification Clause 202 (c) Above 900 mm dia Hume pipe

ii) Excavation for roadway in soil by mechanical means including cutting and pushing the earth ti site of embankment upto a distance of 100 m, including timing bottom and side slopes in accordance with requirements of lines, grades and cross-sections. Statement-1

Construction 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 Qntityy. From Statement-2

Construction of Subgrade and Earthen shoulder with approved materials 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 up to 1000m as per Technical Specification clause 303.1. Privete land Qnty. from Statement-2

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 ompacting with smooth wheel roller to achieve the desired density, complete as per technical specification cause 401.. (ii) For Grading II material

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, appying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required dencity Grading 3 as per Technical Specification Clause 405. (A) By Manual Means Rate as Annexure-1

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, appying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required dencity Grading 3 as per Technical Specification Clause 405. (A) By Manual Means Rate as Annexure-1

Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 including carriage.a0 including Edge block/Edge restraints

Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulted lens type reflective sheeting vide clause 1701.2.3 fixed over aluminiuam sheeting 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx 450mmx 600mm below specification Clause 801. 600mm equilateral triangle

600mm circular

800mmx600mm rectangular

Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Extension of Single opening 1000 mm dia NP3 HPC (Rate as per Annexure-2)

Construction of Stone Masonary Drain on Hilly Side (Rate as per Annexure-3)

Construction of Retaining Wall (Rate as per Annexure-4)

Construction of pucca drain (Rate as per Annexure-5)