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| 1 | BRIDGE PARTExcavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical meansDepth upto 3m |
| 2 | Soft Rock |
| 3 | PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) |
| 4 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification |
| 5 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) |
| 6 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto5m |
| 7 | Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M30 (Height below 5m) |
| 8 | Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification. |
| 9 | Providing drainage spout complete as per drawing and technical specification |
| 10 | Construction of Railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. |
| 11 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 12 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 15 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 16 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications |
| 17 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 18 | Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarsegraded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)for Grading - I Material |
| 19 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M25 using batching plant, transit mixer & manual placing. |
| 20 | GUARD WALLExcavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical meansDepth upto 3m |
| 21 | Sand filling in foundation trenches as per Drawing andTechnical specification |
| 22 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 23 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications.(PCC Grade M15) |
| 24 | Direction and place identification sign upto 0.9sqm size Board ( Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeing vide cause 801.3, fixed over aluminium sheeting , 2mm thick or aluminium composite material sheet with overall thickness of 4mm with area not exceding 0.9 sqm fixed over back suppor frame of min 35 x 35 x3mm angle mounted on a mild steel circular pipe 65 NB , firmly fixed to the ground by means of properly desined foundation with M25 grade cement concrete 45 x 45 x 60 cm , 60 cm below ground level as per approved drawing) |
| 25 | AGGREGATE - 25Km. |
| 26 | SAND -21Km.(20P+1K) |
| 27 | CEMENT - 20Km. |
| 28 | STEEL - 20Km. |
| 29 | BOULDER - 25Km. |
| 30 | MOORUM -6Km.(4P+2K) |
| 31 | GST 18% |
| 32 | Labour Cess1% |
