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| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 |
| 2 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) |
| 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 4 | Granular Sub-Base with Coarse Graded Material ( 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.With Grading-I Material |
| 5 | Construction ofun-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, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 6 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)For Information at the start of the Road |
| 7 | 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 backfilling with approved material. |
| 8 | Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 9 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications.(P.C.C. Grade M-15) |
| 10 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3) |
| 11 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specificationsCoarse Rubble Masonary in C.M. (1:3) in sub-structure |
| 12 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical speciofications(P.C.C. Grade M-15) |
| 13 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical speciofications(P.C.C. Grade M-20 in Cover Slab) |
| 14 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical speciofications(P.C.C. Grade M-25 in Deck Slab) |
| 15 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications |
| 17 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications |
| 18 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 19 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 20 | 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. |
| 21 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8(With Sandy Material) |
| 22 | Goods & Service Tax (G.S.T.) - |
| 23 | Labour Cess - |
