TN_3_1_23_24 of EE CHR

Amount

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.50 m transporting to site, spreading grading to required slope compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per technical specification Clouse 301.5 (i) From Private Land.

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lead and lifts, transporting to site, spreading, grading to required slopes and compacting to meet required Table 300-2 with lead up to 1000mas per Technical Specification Clouse 303.1. (i) From Private Land.

Providing laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 8-10 tones proper grade 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 G-III

Inter locking concrete Block Pavment, (i) Providing and laying interlocking concrete block pavement having thickness 80 mm as per technical specification clause 1504.

Extra for Providing and laying Coloured interlocking concrete block pavement as per technical specification clause 1504 complete including carriage

Guide Posts : Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6

Direction and Place Identification signs upto 0.90 sqm size board, A. Retro reflective Traffic Signs. (i) Providing and erecting direction and place identification retro-reflective signs as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting 2mm thick with area not exceeding 0.9 sqm suported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and technical specification Clause 1701.

Traffic Signs, Providing and fixing retro-refectoried cautionary, mandatory and informatory as per IRC; 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm , 60 cm below ground level as per drawing and technical specification (ii) 60 cm equilateral triangle

Traffic Signs, Providing and fixing retro-refectoried cautionary, mandatory and informatory as per IRC; 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm , 60 cm below ground level as per drawing and technical specification (iii) 60 cm circular

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification. (a) With TATA make TMT CRS (Fe 500) rebar

PCC M15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications clause 800 and 1211. A. With crushed stone (i) Nominal mix (1:2.5:5)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Maintenance for 1st Year

Maintenance for 2nd Year

Maintenance for 3rd Year

Shri Dhireswar Ray