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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical specificationS.O.R. Item No. 2.2 |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including Royalty @ Rs. 30.00 per Cum but including watering, rolling & compaction) |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and after adding royalty @ 27.48/Cum excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 4 | Close graded Granular sub-base Material as per table 400-1 (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) S.O.R. Item No. 4.01B (I) |
| 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,curing of concrete slabs for 14-days S.O.R. Item No.6.4 |
| 6 | Prividing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class -B Type IV retro reflective sheeting fixed cover 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45 cm x 45cm x 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.801.80 mm x 60mm rectangular S.O.R. Item no. 8.04 A(x) |
| 7 | Carriage of materialsCement |
| 8 | Chips |
| 9 | Add 18% G.S.T |
| 10 | Add 1% L.C Please Enable Macros to View BoQ information |
