Rural Engineering Department Tender

Class-150 brick work in 1 :4 cement and Coarse sand mortar with common burnt clay bricks in foundation and plinth . As per PWD schd Chapter 6 SI 1 DSR/PWD spec 6.1.1

12 mm thick plaster of mix 1:4 with cement & coarse sand as per PWD schd Chapter 13 SI 2 DSR/PWD spec 13.4.1

Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing in 1:2:4 (1 Cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm As per PWD schd Chapter 5 SI 1 DSR/ PWD spec 4.1.3

Construction of granular sub-base by providing well graded material, spreading in uniform layers mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired as per tech. spedification clause 402

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.

Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded chaper 5 SI 15 DSR PWD Spec 5.2.2

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.as per PWD schd Chapter 5 SI 20 DSR/PWD spec 5.22

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 1km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. As per PWD schd Chaper 4 SI 5 DSR/PWD spec 2.25( a+c)

Supply/Fixing of 2'6"X4'size granite stone for inauguration or information including all etc.complete

GST WILL BE PAID EXTRA AS PER APPLICABLE GOVT. RULE