Municipal General funds

Earth work excavation for structures in soils using manual means for carrying of cut earth to embankment site with initial lift of 3mt and lead upto 50M as per technical specification

Collection , supply & filling SAND for bed including watering, tamping, etc complete - RBR-FNDN-2 (Sand filling) (AMENDMENTS TO A.P. REVISED STANDARD DATA-2009)

Plain Cement concrete (M 20) Nominal Mix using 20mm metal (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, including centering, shuttering.

Providing and fixing of 2.03 long R.C.C fencing posts with 6mm bars with P.C.C M20 Nomminal mix using graded stone aggregate 12.5 mm Nominal size including cost and conveyance of all materails from source and labour charges for fixing posts in time and curing etc., complete.

Supplying Galvanized Steel Barbed wire conforming to IS 278 - 1978 : Type B -Glidden Type Designation as per standard specification 1

Labour charges for straining and fixing Barbed wire to RCC poles including fixing etc., complete.

Earth work excavation for road way in soils using manual means for carrying of cut earth to embankment site with initial lift of 3mt and lead upto 50M as per technical specification (Clause 301 MORTH)

Compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling, so as to achieve minimum dry density

Collection, and supply and filling gravel including cost and conveyence of all materials from approved source to site, labour charges for filling , spreading, watering and ramming etc., complete complete.

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. Excluding Seingorage Charges

Construction of un-reinforced, at, plain cement concrete payment, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the form work, as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, and construction joints, 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 MORD.