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| 1 | Excavation in foundation in ordinary soils Including lift up to 1.50 m and lead up to 30m. and including filling watering and raming of excavation earth into the space beetween the building & the side of foundation trenches and all compl. Of work. S.I.No. 251 |
| 2 | Providing and Laying in cement concrete 1:6:12 (1cement :6 fine sand:12 graded bballast 40mm nominal size) and curing complete including cost of formwork in foundation & floors S.I.No. 273 |
| 3 | First class bricks work in 1:4 in cement and coarse sand mortar in foundation and plinth including supply of all materials , Labour T&P Etc. required for Proper Completion of the work. S.I.N.305(b) |
| 4 | WBM Grading 3 Providing , Laying spreading and compacting stone aggregated of 22.4-53mm gauge sizes to water bound macadam specification including spreading in unifarm thickness, hand packing , rolling with smooth wheel 80-100KN in stages to proper grade and camber , applying and broming , stone screening to fill-up the interestics of coarse aggregate , watering and compacting to the required denisity as per (mord) Technical Sprecification Clause 405 |
| 5 | 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, |
| 6 | 12mm thick cement plaster with cement mortarconsisting of 1part cement & 4 part of carse sand of 2.25 F.M. and including of all materials required for proper completion of the work. Forover rough surfece of one brick wall. S.I. no.584 |
| 7 | R.C.C. work with cement approved course sand and 2cm (3/4\\") gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its bending but inluding its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccesasary centering and shuttering etc. S.I.N0 283 |
| 8 | Mild Steel work or iron in plain work suchas in reinforced concrete wrought to requiredshape as necessary in I/C bending for proper copml. of work. S.I.No. 504 |
| 9 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-charge as per technical Specification clause 301.3.4.1 &301.5 including Cartage 2 Km Cartage |
| 10 | S/F of 110mm dia P.V.C. Pipe at site |
| 11 | S/F Inaugration black granite (Polished) 20mm thick stone size 0.90x0.75 Cm including lettering, printing, border etc. will be painted of superior quality is required shade and colour including fixing excavation of foundation (1.40x0.50x0.40 cm), P.C.C. 1:6:12 (1.40x0.50x0.15cm), brick work 1:3 cement coarse sand foundation (1.40x0.345x 0.30cm) ,upto (1.40x0.23x1.35 cm),12mm thick plaster 1:3 cement coarse sand and finishing walls with water proffing white cement paint of approved make and quality such as super Please Enable Macros to View BoQ information |
