Godavari Pushkarams2027

Name of the Work - Construction of CC road from flood bank to flight of steps in Gopailanka(v) of allavaram mandal of Dr BR Ambedkar Konaseema Dist , Est cost - 70.00 lakhs Construction of granular sub-base / base / surface course with local material (With Selected earth) (Table 400.3) by mix in place method normal construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 KN static roller / Vibratory Roller 80-100 KN capacity to achieve the desired density, complete as per Technical Specification Clause 303MORD, including all over heads and Contractors profit, But excluding GST & Seignarage charges, etc, complete.

Filling Selected earth for side berms as per drawing and technical specification clause 305.3.9 MORD & 304 MORTH including all over heads and Contractors profit, But excluding GST & Seignarage charges, etc, complete.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Filling Sand in foundation trenches as per drawing and technical specification clause 305.3.9 MORD & 304 MORTH including all over heads and Contractors profit, But excluding GST & Seignarage charges, etc, complete.

Filling 2.36 mm size below HBG Stone chips in foundation trenches as per drawing and technical specification clause 305.3.9 MORD & 304 MORTH including all over heads and Contractors profit, But excluding GST & Seignarage charges, etc, complete.

Providing concrete for plain cement concrete (1:4:8) in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course

Plain Cement concrete (M 20) Nominal Mix 1:2.4 using 20mm HBG Chips including cost and conveyance of all materials and all labour charges, centering charges, curing etc., complete for finished item of work for C C Side Walls. including all over heads and Contractors profit, But excluding GST & Seignarage charges, etc, complete.

Cost, supply and fixing of Cement Concrete blocks / Sphinx or equivalent tiles, pavers, King's path, zig zag dumb bell - I - block thickness of 80mm for walking track including cost and conveyance of all materials and all labour charges etc. and all over heads and Contractors profit, But excluding GST & Seignarage charges, etc, complete.

Plain Cement concrete (M 20) Nominal Mix 1:2.4 using 20mm HBG Chips including cost and conveyance of all materials and all labour charges, centering charges, curing etc., including all over heads and Contractors profit, But excluding GST & Seignarage charges, etc, complete for finished item of work for Kerb Walls.

Construction of un-reinforced, plain cement concrete pavement, using M30 nominal mix , thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.22 M30(Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints using Mastic pad/ primer, construction joint, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 including seignorage charges.(with dowel bars) including Cement,Sand,Metal As per circular Memo 1073 dated: 25-1-2016 of PS to Govt.including contractors profit & Over head charges, GST and Seigniorage etc.,