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| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per dsr 2.6.1 |
| 2 | P/L in position cement concrete of specific grade excluding the cost of centering and shuttering all works upto plinth level in 1:6:12 cement c/ sand and 40 mm guage brick aggregate as per Chapter 5 SI 1 DSR/PWD spec 273 |
| 3 | Brick masonary work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and as per dsr 6.1.1 |
| 4 | 12 mm thick plaster of mix 1:4 with cement & coarse sand as per dsr 13.1.1 |
| 5 | 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 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm As per dsr 5.1.2 |
| 6 | 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 401 |
| 7 | 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, |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window 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 |
| 9 | 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 5.22.1 |
| 10 | Supply and fixing of Angle iron informatory sign board |
| 11 | Supply and fixing of Granite inaguration stone Please Enable Macros to View BoQ information |
