Rural Engineering Department Tender

Class M-150 brick work in 1:4 cement and C/ sand mortar in fd. As per S.I. No.305

P.C.C works with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:2:4 . As per S.I.No. 279 A

12 mm Cement plaster with 1 Cement : 4 fine sand mortar etc all complete. As per S I No 1758(ii)

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 rotavater at OMC, and compacting with smooth wheel roller to achieve the desired density as per clause 401(GSB Grade I)

Supply of Informatory M.S.sign board 1.20 x 0.90mt. Made of 18 gauge M.S. Sheet fixed in ISA 40x40x5 mm frame supported in back side by 40x5 mm flat iron on all four side along with two vertical post of 2.15 mt. From bottom of frame of angle iron ISA 40x40x5 mm with 150 mm long horizontal leg (hold fast) at bottom braced with 40x5 mm flat iron electrically welded and painted with one coat red oxide primor SI.No. 503

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

S/l of 110 mm dia PVC PIPE

Supply and laying Inauguration granite stone 4'x2.5' complete

Mild Steel or iron work in Plain such as RCC work and R.B. Work including bending for proper compltion of work as per SI No. 504

R.C.C works with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in lintals . As per S.I.No. 283

Earthwork in cutting or embankment in ordinary soil in 20 cm layers including lift upto 1.5 m lead upto 30M with 5 Km Extra Cortage upto side from approved quarry as directed by the Engineer As per SI No. 253

GST WILL BE PAID EXTRA AS PER APPLICABLE GOVT. RULE