GBC - Bharnagarh_Road_SDBC, Paver block1.100 to 1.600 1.600 to 1.700

Earth work in excavation in foundation in all kinds of soil including earth mixed with boulder (except sheet rocks and boulder requiring blasting) with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour ,T&P and dewatering if required for the work etc. complete as per specification and direction of the Engineer-in-Charge.

Supplying filling in foundation and plinth with sand in layers not exceeding 22.5cm (9") thick including watering and ramming with cost conveyance, royalities, taxes of the materials and labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.

Providing plain cement concrete M-15 in foundation with clean black hard granite clean hard black broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm (6") thick to the required level ramming watering and curring etc. complete including cost ,conveyance, royality, taxes of all materials and labour with T&P required for the work etc. complete including dewatering if required as per specification and direction of the Engineer-in-Charge.

Providing plain cement concrete M-15 in Sub Structure with clean black hard granite clean hard black broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm (6") thick to the required level ramming watering and curring etc. complete including cost ,conveyance, royality, taxes of all materials and labour with T&P required for the work etc. complete including dewatering if required as per specification and direction of the Engineer-in-Charge.

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 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), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

Costruction of embankment with approved material obtained from borrow pits with all leads & lifts transporting to site by mechanical means with a leads of 5 km spreading grading to required slope & compacting to meet requirement etc complete.