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| 1 | Earth work in excavation by mechanical means (Hydraulic excavatory manual means over areas (exceeding 30 cm in depth, I .5 m in width as well as 10 m on plan) including getting out andD.S.R 2.6 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level : I :4:8 ( I Cement : 4 coarse sand (zone-111) derived from natural sources : 8 ed stone a e ate 40 mm nominal sizeD.S.R 4.1.8 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth level in Cement mortar |
| 4 | P/L Position cement concrete. I cement ,c.sand & stone aggreate 2()mm nominal Including supply of materials Labour and etc requried for proper completeion of the work and curing complete also inel cost of formwork in foudationand floor all co lete.D.S.R 4.1.3 |
| 5 | 12mm thick plaster I cement & c.sand labour materials etc all ete D. 3.4.1 |
| 6 | Providing, laying, spreading and compacting stone aggregates of 22.453 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming stone dust to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. |
| 7 | PConstruction of granular sub-base by providing Well graded material Grading-I , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, |
| 8 | 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, |
| 9 | Additional for Non Mettalic C.C Surface Hldner VC all complete |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinthD.S.R522 slab |
| 11 | Steel reinforcement for R.C.C. work including straightening. cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D |
| 12 | centering & shuttering in form work etc all com leteslab d.s.r 5.9.3 |
| 13 | S/F sign board at site all comp Please Enable Macros to View BoQ information |
