SR to Parampanga to Dadakingia Road for the year 2025-26

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such 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 disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Clearing the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and /or compressed air to recieved bituminous.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms spreading, grading to required slope and compacting to meet requirement.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD and as per direction of Enginner-in-Charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MORD and as per direction of Enginner-in-Charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C including all cost conveyance royality taxes HRC of Machineries Labour T&P required for the work etc. complete as per Technical Specification Clause 510 of MORD and as per direction of Enginner-in-Charge.

Earth work in excavation of foundation in all kinds of soil within initial leads andlifts including rough dressing and levelling the bed etc.complete.

Filling foundation and plinth with sand well watered and rammed including cost, conveyance ,royalty of all materials labour, T&P, etc. complete

Cement concrete (1:3:6)in foundation and plinth with 4cm hand/crusher broken granite metal of approved quality and approved quarry including cost,conveyanceroyality, taxes,labour,T&P,watering,curring etc.complete.

In Foundation

Sub-Structure

Providing weep holes in abutments and wing walls 8mm x 23mm size including metal spall backing in rear complete, including centering and shuttering if required.

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 within all lifts and lead upto 1000m

Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.

Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.

Providing,supplying,fitting and fixing of 80mm thick interlocking concrete paver block on compacted river coarse sand free from all organic materials and filling the joints with sand including cutting,corbelling, splays whereever necessary to proper size with cost,conveyance,royalities of all materials and as directed by Engineer-in-chief.

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