Improvement of J P Agarwalla Road by widening with concrete pavers block on both side from junction of Muktinath Chariali upto junction of Dikhow Embankement at Ward no III IV V VII AND VIII of Sibsagar Municipal Area

Excavation in Ordinary Soil. Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

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 technical specification Clause 401

WBM Grading 2 Using stone screening Type- B 11.2 mm for Gr. II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading 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 requires density grading 2 as per Technical Specification Clause 405.

WBM Grading 3. Using stone screening Type- B 11.2 mm for Gr. III. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading 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 requires density grading 3 as per Technical Specification Clause 405. (A) By Manual Means.

(A) Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.Plain Block

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Road Markers/Road Stud with Lens Reflector. Providing and fixing of rod stud 100x100 mm dia cast in aluminium, resistant to corrosive effect of salt and grilt, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm up to a depth of 600 mm and bedded in a suitable bituminoues grout or epoxy mortar, all as per BS:873 (Part 4) 1973

Cost of Sign Board