|
| 1 | RoadClearing 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 | 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 |
| 3 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m. |
| 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 materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirements |
| 6 | Construction of granular sub-base by close graded material, spreading inunifrom layers with motor grader on prepared surface, mixing by mix inplace method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 |
| 7 | 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 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 drawing and Technical Specification Clause 1501S.O.R. Item No. 6.02 |
| 8 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67Made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm × 75 mm × 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm × 45 cm × 60 cm, 60 cm below ground level as per approved drawing 801. |
| 9 | Retaining wallE/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 (i) B |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203of pcc M15. S.O.R. Item No. 12.08 A case II |
| 11 | Stone masonry work in cement mortar in Random Rubble Masonry (1:3) foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203) item no- 12.07(B) |
| 12 | Stone masonry in cement mortar for in Random Rubble Masonry (1:3) substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 item no- 13.04(A) |
| 13 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.COPING ON(P.C.C. Grade M-15)S.O.R. Item No.13.05 A(p) |
| 14 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 and technical specification Clauses 614, 709, 1204. item no- 15.14 |
| 15 | Pointing with cement mortar 1:3 for sub structure as per technical spcification .item no - 13.02 |
| 16 | Hume pipe Earth work in excavation of foundation of structures as per drawing and technical specification (Depth upto 3 m) |
| 17 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 18 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2:5:5 (Hand mixing) |
| 19 | Course Rubble Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical Specifications |
| 20 | Course Rubble Stone Masonry Work in Cement Mortar 1:4 in superstructure complete as per Drawing and Technical Specifications |
| 21 | Supplying, laying, fitting and fixing 1000 mm dia NP₃ Hume Pipe in line all complete job as per specification and direction of E/I |
| 22 | Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I |
| 23 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 24 | Add 18% GST |
| 25 | Add 1% LC Please Enable Macros to View BoQ information |
