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| 1 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. and lead upto 30M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. S.I. No. 251 (a) |
| 2 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15) |
| 3 | Plain Cement Concrete M-20 with stone aggregate nominal size mechanical mix and viberated in foundation upto depth 1.5m below ground level and 1.5m above ground level (PCC-M20) |
| 4 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M25) |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications |
| 6 | Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as specified. (As per no. 1500,1600,1700 & 2703 (For R.C.C. Railing) |
| 7 | Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and as per Technical Specifications No. 2702 |
| 8 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight as per Technical Specifications No. 2605 (14.18) |
| 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 Specifications |
| 10 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (5.0 Km cartage) |
| 11 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (MORTH 15.5 : 2504) |
| 12 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 13 | 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 (Grade-M-30), 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,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 14 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 of MOR&TH (Ch-27 new item 15) |
| 15 | Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 281) |
| 16 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 17 | Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 279(b) |
| 18 | Supply and fixing of 1000mm dia NP-3 hume pipe Please Enable Macros to View BoQ information |
