Short term maintenance under Original Repair Contract Maintenance work within stretch from 115.250 kmp to to 173.00 kmp Except from Ch. 117.770 km to 119.250 km ch. 119.250 km to ch. 119.460 from ch. 119.630 km to ch. 119.860 km from ch. 121.130 km

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.

Cutting of branches of trees shrubs and trimming of grass and weeds: Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 for Rural Roads of MORD.

Fog Spray Providing and applying low viscosity bitumen emulsion (SS1) for sealing cracks less than 3mm wide or incipient fretting or disintegration in an existing bituminous surfacing ( Reference to MORT&H's specification clause 513). Without aggregate Material cost to be added.

Crack Filling Filling of crack using slow - curing bitumen emulsion and applying crusher dust or other fine material or a suitable premix accxeptable to the Engineer-in-Charge, in case crack are wider than 3mm as per the requirement of MORT&H's specification 3004.3.3).

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clause 1908 for Rural Roads of MORD.

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400-13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam specification including premixing the Material with water at OMC …...etc.

Prime Coat Providing and applying primer coat with cationic bitumen emulsion (SS1) grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502).

Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared ituminous/granular/cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). On granular surface @ 0.275kg /sqm.

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.5% (min) for Grading -2 by weight of total mix and filler(Cement /hydrated lime /Rock dust ) as per table 500-10 .......etc. For Grading II (26.5 mm nominal maximum aggregate size ) Layer Thickness 50 mm 75 mm