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| 1 | Earth work excavation in Stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume soil within 50m lead and 1.5m lift including rough dressing and breaking clods to maximum 5cm. To 7cm. And laying in layers not exceeding 0.3m in depth. |
| 2 | Loosening, Levelling, and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm mixed with water at OMC and then compacted by Vibratory Roller so as to achieve minimum dry density etc. complete. |
| 3 | Supplying, filling foundation & plinth with sand including watering, ramming, cost, conveyance, royalty, DMF, EMF, Addl. Charge and taxes of all materials and labour (T&P) etc. complete. |
| 4 | Cement concrete M-15 with 40mm down graded hard granite metal including cost, conveyanceroyalty, DMF, EMF, Addl. Charge and taxes,taxes,watering and curing etc. complete. |
| 5 | P.C.C. M-20 using 20 mm & down size b.h.g.c.b chips including watering, curing with cost, conveyance,royalty, DMF, EMF, Addl. Charge and taxes cost of all labour (T&P) etc. complete as per the direction of Engineer-in-Charge. |
| 6 | R.C.C. M-20 using 20 mm & down size b.h.g.c.b chips including watering, curing with cost, conveyance, royalty, DMF, EMF, Addl. Charge and taxes and cost of all labour (T&P) etc. complete as per the direction of Engineer-in-Charge.(Drain cover slab) |
| 7 | Cutting, bending and binding of M.S. rod and tor steel from SAIL / RINL / TISCON including cutting, bending, binding and tying the grills placing in position for R.C.C.work with cost ,conveyance, taxes of all the materials & labour (T&P) etc.complete. |
| 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 of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate not exceeding 25mm 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 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction 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, curing compound (where Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 9 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification & direction of Engineer-in-charge |
| 10 | Providing, spreading moorum in road shoulders & compaction with P.R.R. etc |
| 11 | 1.5mm thick MS sheet duly painted with stove enameled paint including lettering, signs, borders, message with reflective tape of engineering grade required size, shade & colour as per specifications of MORD. 600 mm equilateral Triangle |
| 12 | 600 mm circular |
| 13 | Ordinary KM Stone |
| 14 | Logo Board Please Enable Macros to View BoQ information |
