SR to Construction of SB over Chalki Nallah at 2.100 km. on Chalki to Karla PMGSY road such as Painting, colour washing, plastering, repair approach under Muribahal Block for the year 2025-26

Clearing and grubbing road land including uptooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposalof top organic soil not exceeding 150 mm in thickness. etc. complete. as per direction of the Engineer-in-charge .

Providing and applying two coats of Enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 2 Sqm etc. complete. as per direction of the Engineer-in-charge .

Rough stone dry packing in approns & revetments with h.g. stone boulder etc. complete. as per direction of the Engineer-in-charge .

Providing,fixing R.C.C guard post on approach Road using 7.50 kg steel in each guard post etc. complete. as per direction of the Engineer-in-charge .

Providing and apppying Primer coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.60kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification CL-502. etc. complete. as per direction of the Engineer-in-charge .

Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.40kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification CL-503. etc. complete. as per direction of the Engineer-in-charge .

Providing 20 mm thick primix carpet over prepared surface using a total quantity of 0.23 cum of 12 mm to 6 mm chips with 1.59 kg of bitumen for 0.028 cum of chips and tack coat of 9.07 kg of 80/100 grade bitumen per 10 sqm and compacting with 8T-10T power roller etc. complete. as per direction of the Engineer-in-charge .

Providing an laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6mm size chips and down graded as per sieve aalysis and 6.8Kg. of bitumen per 10 sqm and rolling with PRR including hire and running charges of PRR, bitumen mixer, tar boiler with cost, conveyance, royality of materials, labour, T&P, etc. complete. as per direction of the Engineer-in-charge .

Construction of embankment with approved materials obtained from borrow pits with all leads & lifts , transporting to site by mechanical means within a lead of 5KMs spreading, grading to required slope & compoacting to meet requirement of table 300-2 & Clause 305 of MOSTRH Specification for Roads & Bridge works (4th Revision )

Providing & laying good quality of moorum in sub-base in layers not exceding 22.5 cm watering and compaction including hire and running charges of PRR etc. compete as per direction of the Engineer-in-charge .