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| 1 | ROAD- 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 | 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 | Construction 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.S.O.R. Item No. 3.18 |
| 4 | 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- II Material S.O.R. Item No. R.W.D 4.01 B (II) |
| 5 | 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 |
| 6 | CULVERT-CD=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) |
| 7 | Providing and laying of dry Rubble Flooring complete as per drawing and Technical specifications.S.O.R. Item No. 16.09 |
| 8 | 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 |
| 9 | 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) |
| 10 | 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) |
| 11 | 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) |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m)(R.C.C. Grade M-20) Abutment Cap/ BedS.O.R. Item No. 13.05 B (p) |
| 13 | Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification (Height up to 5 m)(R.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.05 F (p) Case I |
| 14 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.04 |
| 15 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, 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 foce. Complete as per drawing and Technical specificationsS.O.R. Item No. 13.08 |
| 16 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specificationsS.O.R. Item No. 13.03 |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.06 |
| 18 | Earth work in filling of foundation tracnches and back filling of flank in layer not exceding 150mm thick well watered rammed and compacted and finely dressed with suitable earth obtained from excavaion trenches and placed in a suitable profile within a lead of 30M and lift 1.5M complete job as per specification and direcation of E/I. S.O.R. Item No.WRD 6.1.16 |
| 19 | G.WALL-E/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) B26:J26 |
| 20 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301(14.1)S.O.R. Item No. 16.04 A |
| 21 | 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 |
| 22 | 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) |
| 23 | 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) |
| 24 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)S.O.R. Item No.13.05 A(p) |
| 25 | 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 |
| 26 | Pointing with cement mortar 1:3 for sub structure as per technical spcification .item no - 13.02 |
| 27 | Earth work in filling of foundation tracnches and back filling of flank in layer not exceding 150mm thick well watered rammed and compacted and finely dressed with suitable earth obtained from excavaion trenches and placed in a suitable profile within a lead of 30M and lift 1.5M complete job as per specification and direcation of E/I. (6.1.16) |
| 28 | Carriage of Materials - Cement, a lead of Km22 |
| 29 | Steel a lead of Km10 |
| 30 | sand a lead of km 22 |
| 31 | Stone Chips a lead of km55 |
| 32 | Stone Dust lead of Km55 |
| 33 | Boulder a lead of Km55 |
| 34 | GST @ 18 % |
| 35 | Labour cess @ 1% Please Enable Macros to View BoQ information |
