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| 1 | Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shurbs all complete as per approved design,building specification and direction of E/I . |
| 2 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials,labour,royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). |
| 3 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 4 | Providing designation 75 A one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. PCC Road |
| 5 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cementratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.RCD S.O.R. Item No. 6.1 PCC FOR LEVELLING |
| 6 | 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 mixdesign, 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, curing of concrete slabs for 14-daysS.O.R. Item No. 6.4 |
| 7 | Providing R.C.C.M - 200 in band at plinth level with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.orReinforced cement concrete work in wall (any thicknes) including attached pillars butteresses, plinth and string courses , fillets, columns, pillars, piers, abutments, posts and struts, etc above plinth level up tp floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement :1.5 coarse sand(zone-III): 3 graded stone aggregate 20mm nominal size) |
| 8 | Providing tor steel reinforcement of 10mm,12mm & 16mm dia. Bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 9 | Providing tor steel reinforcement of 10mm,12mm & 16mm dia. Bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 10 | centering and shuttering including strutting, propping etc. and removal of form forwalls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | Carriage Of Materials(a) Cement & steel (lead upto 1 km) |
| 12 | (b) Sand (lead upto 8 km) |
| 13 | (c )Chips (lead upto 8km) |
| 14 | (d)Disposal of eart(lead upto 1 km) |
| 15 | (e) Bricks (lead upto 8 km) |
| 16 | Add 12% GST (+) |
| 17 | Add 1% Labour Cess (+) |
