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| 1 | 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 B |
| 2 | Providing and laying of dry rubble fiooring complete as per drawing and Technical Specification Clause 1303.3 S.O.R Item No 16.09 |
| 3 | Plain /Reinforced cement concrete in open foundation complete as per drawing and Technical Specification (P.C.C Grade M15 ) S.O.R Item No 12.08 A Case I |
| 4 | Stone massonary work in cement mortar in foundation complete as per drawing and Technical Specification Square Rubble Coarse Rubble masonary in C.M (1:3 ) in Foundation S.O.R Item No 12.7 (A) |
| 5 | Stone masonary work in cement mortar in sub-structure complete as per drawing and Technical Specification . Coarse Rubble masonary in C.M (1:3 ) in sub- structure S.O.R Item No 13.04 B |
| 6 | Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M15 ) S.O.R Item No 13.05 A (p) |
| 7 | Plain Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications(P.C.C./R.C.C. Grade M-20 in S/S)S.O.R. Item No. 13.05 E (p) |
| 8 | Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications(P.C.C./R.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.05 F (p) |
| 9 | 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 |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.06 |
| 11 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204 S.O.R. Item No. 13.03 |
| 12 | Providing weep holes in Brick / stone 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. S.O.R. Item No. 13.08 |
| 13 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specificationS.O.R. Item No. 13.09 (B) |
| 14 | 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 (ii) |
| 15 | 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) With Grading-I MaterialS.O.R. Item No. 4.01 B (i) |
| 16 | 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 1501R.W.D. S.O.R. Item No. 6.4 |
| 17 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)S.O.R. Item No. 8.16 |
| 18 | Retro-reflectorised Traffic signs (Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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 (iv) |
| 19 | 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 A |
| 20 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. (P.C.C. Grade M-15) S.O.R. Item No. 12.8 A |
| 21 | Plain/Reinfoced Cement concrete in sub-structure complete as per drwaing and technical specifications. (P.C.C./R.C.C. Grade M-25 in S/S) S.O.R. Item No. 13.5 F (p) Case i |
| 22 | Plain/Reinfoced Cement concrete in Wall complete as per drwaing and technical specifications. (P.C.C./R.C.C. Grade M-20 in S/S) S.O.R. Item No. 13.05 E (P). |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsS.O.R. Item No. 13.06 |
| 24 | Providing weepholes in brick masonry/stone masonry, 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. 13.08 |
| 25 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification.S.O.R. Item No. 13.10 |
| 26 | G.S.T @ 18% |
| 27 | Labour Cess 1% Please Enable Macros to View BoQ information |
