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| 1 | Clearing Grass and Removal of Rubbish Road Land. up to a lead of 50 metres outside the periphery of the area. By Manual Means) S.O.R. PART - A Item No. 2.02 |
| 2 | Clearing and grubbing land (clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness)SOR Item no 2.03 (I) A |
| 3 | Compacting original ground supporting subgrade (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 Item No. 3.20 Case-1 |
| 4 | 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)S.O.R. Item No. 3.18 |
| 5 | Construction of Embankment with approved materialsdeposited at site from roadway cutting and excavation fromdrain and foundation of other structures graded andcompacted to meet requirement of Table 300-2. SOR item no- 3.17 |
| 6 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)(i) for grading- I Material S.O.R. Item No. R.W.D 4.01 B (I) |
| 7 | 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 S.O.R Item no- 6.02 |
| 8 | Retro- reflectorised traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) S.O.R Item No- 8.4 (X) |
| 9 | Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 S.O.R Item No- 8.6 |
| 10 | Retaining Wall- Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (I) Ordinary Soil (Depth up to 3 m) S.O.R. Item No. 3.13 I B (I) |
| 11 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.08 (A) case (ii) |
| 12 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry in C.M. (1:3) in foundationS.O.R. Item No. 12.07 (B) |
| 13 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsRandom Rubble Masonry in C.M. (1:3) in substructureS.O.R. Item No. 13.04 (A) |
| 14 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specification(P.C.C. Grade M-15)S.O.R Item No, 13.5 (p) |
| 15 | Providing weep holes in Brick/Masonary /Plain/Reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H toiwards drawing foe. Complete as per drawing and Technical specifications.S.O.R Item No- 13.8 |
| 16 | Pointing with cement mortar (1:3 ) on brick or stone masonary work as per Technical specifications.S.O.R. Item No. 13.02. |
| 17 | Box Culvert- Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (I) Ordinary Soil (Depth up to 3 m) S.O.R. Item No. 3.13 I B (I) |
| 18 | Providing and laying of dry Rubble Flooring complete as per drawing and Technical specifications.S.O.R. Item No. 16.09 |
| 19 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.08 (A) case (ii) |
| 20 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationSquare Rubble Coursed Rubble Masonry in C.M. (1:3) in foundationS.O.R. Item No. 12.07 (A) |
| 21 | Stone masonry work in cement mortar 1:3 in Sub-structure complete as drawing and Technical SpecificationSquare Coursed Masonry in C.M. (1:3) in foundationS.O.R. Item No. 12.07 (B) |
| 22 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m)(R.C.C. Grade M-15) S.O.R. Item No. 13.5A (p) |
| 23 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m)(R.C.C. Grade M-25) Abutment Cap/ BedS.O.R. Item No. 13.5 F (p) c |
| 24 | Supplying, fitting and placing HYSD bar reinforcement in Super Structure complete as per drawing and technical specification.S.O.R. Item No.- 13.06 |
| 25 | Pointing with cement mortar (1:3 ) on brick or stone masonary work as per Technical specifications.S.O.R. Item No. 13.03. |
| 26 | RCC Culvert- Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (I) Ordinary Soil (Depth up to 3 m) S.O.R. Item No. 3.13 (I) B |
| 27 | Providing and laying of dry Rubble Flooring complete as per drawing and Technical specifications.S.O.R. Item No. 16.09 |
| 28 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.08 (A) case (ii) |
| 29 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationSquare rRubble Coursed Rubble Masonry in C.M. (1:3) in foundationS.O.R. Item No. 12.07 (A) |
| 30 | Stone masonry work in cement mortar 1:3 in Sub- structure complete as drawing and Technical SpecificationCoursed Rubble Masonry in C.M. (1:3) in Sub- structureS.O.R. Item No. 13.04 (B) |
| 31 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m(P.C.C. Grade M-15)S.O.R. Item No. 13.05 A (p) |
| 32 | Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-20)S.O.R. Item No.13.05 B(p) |
| 33 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m)(P.C.C. Grade M-25 in Deck Slab ) S.O.R. Item No. 13.5F (p) |
| 34 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per Drawing and Technical Specifications.S.O.R. Item No.14.04 |
| 35 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.06 |
| 36 | Plastering with cement mortar (1:3 ) on brick or stone masonary work in Sub-structure as per Technical specificationsS.O.R. Item No. 13.03 |
| 37 | Providing weep holes in Brick/Masonary /Plain/Reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H toiwards drawing foe. Complete as per drawing and Technical specifications.S.O.R Item No- 13.8 |
| 38 | Goods & Services Tax (G.S.T.) - 18% |
| 39 | Labour Cess - 1% Please Enable Macros to View BoQ information |
