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| 1 | Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area SOR NO. 2.02RDD Earthen B.T. |
| 2 | CompactingOriginal ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.SOR NO. 3.20 case (i)RDD Earthen B.T. |
| 3 | Construction of Subgrade and EarthenConstruction of sub-grade and earthen shoulders 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. SOR. ITEM NO. 3.18 RDD |
| 4 | Granular Sub-Base with 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. SOR. ITEM NO. 4.01 B(iii)RDD |
| 5 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 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) SOR NO. 8.06RDD |
| 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 | Dry Rubble Flooring. (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. Grade-M15 |
| 10 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort) |
| 11 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry (Coursed/uncoursed) |
| 12 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specificationsPCC Grade M15 using batching plant & concrete pump |
| 13 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications PCC Grade M20 using batching plant, transit mixer & concrete pump |
| 14 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump Deck Slab |
| 15 | Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.S.O.R. Item No. 14.4 |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specification.S.O.R. Item No. 14.2 |
| 17 | Plastering with cement mortar (1:4), 15 mm thick on brick or stone masonary work in substructure as per technical specification and clauses 613.4 & 1204 S.O.R. Item No.5.7.2+5.7.11 (B.C.D.) |
| 18 | Providing weepholes in brick masonary /stone masonary, plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20 (H) towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 19 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawing and technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (A) |
| 20 | Carriage of material Cement (i) |
| 21 | (ii)Sand |
| 22 | (iii) Stone Chips |
| 23 | (iv) Boulder |
| 24 | (v) Steel |
| 25 | ADD 18% GST |
| 26 | ADD 1% LABOUR CESS |
