Periodical Maintenance of Sarsida - Kharida road for the year 2026-27

Clearing grass & removal of rubbish upto a distance of 50m including cost of all labour T&P etc. required for the work complete to shape as per direction of the Engineer-in-charge.

Providing and applying tack coat with 60/70 grade Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503of (MORD) specification & as per direction of the Engineer-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 either using penetration grade bitumen or emulsion 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 whell 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per technical specification clause 508of (MORD) specification & as per direction of the Engineer-in-charge.

Providing 6 mm thick precoated seal coat type -B using 0.06 cum of 6.7 mm size chips & 6.8 kg of bitumen per 10sqm including consolidation with PRR, cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.

Earth work in hard soil by mechanical means over and above initial lead and lift including rough dressing and breaking clods 5cm to 7 cm size and laying in layers not exceeding 0.3m in depth with cost of transportation, all labour, T&P, royality etc. complete as per direction of the Engineer-in-charge.

Plain Cement concrete (1:3:6) in foundation with 4cm size C.B, h.g metal of approved quality and from approved quary including hoisting, lowering, and laying in layers to 10cm(4") thick to required level, ramming,watering including all cost & conveyance of all materials and labour with T&P required for the work with all taxes and royalities complete in all respects and as directed by the EIC.

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement & M-30 (Grade) PCC, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 20 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, compacting & curing), etc. complete as per direction of the Engineer-in-charge including construction of contraction, expansion and construction of joints.

Construction of embankment with approved material obtained from borrow pits with a lead up to 5000m by mechanical means and a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with PRR as per Technical specification & the Direction of the Engineer in charge.