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| 1 | Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery ofthe area as per Technical Specification Clause 201.S.O.R. Item No. 2.2 |
| 2 | Clearining and Grubbing Road Land (Clearining and grubbing road land inclluding uprooting rank vegetation grass bushes, shurbs, spaling and trees of girth up to 300 mm removal of stumps of such tree cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned up to a lead of 1000 m includding top organic soil not exceeding 150 mm in thicknees) S.O.R. Item No. 2.3(lll)A |
| 3 | Compacting original ground supporting subgrade ( Loosening of the ground upto a level of 500 mm below the subgrade level ,watered, graded and compacted in layers to meet requirement of table No 300-2 for subgrade construction )S.O.R. Item No. 3.19 (i) casr I (ii) |
| 4 | Constructionofsubgradeandearthenshoulders (Constructionofsubgradeandearthenshoulderswithapproved material obtained from borrow pits with all lifts and leads, transportingtosite,spreading,gradingtorequiredslopeand compacted to meet requirement of Table 300.2 )S.O.R. Item No. 3.18(ii) |
| 5 | Granularsub-base with Close Graded material (Table 400-1) By mix in place method (construction of granular sub-base byprovidingclosed graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,andcompactingwithsmoothwheelrollertoachievethe desired density, complete as per Technical Specification Clause 401.With Grading-III MaterialS.O.R. Item No. 4.1 B (iii) |
| 6 | Constructionof un-reinforced,doweljointedatexpansionand construction jointonly,plaincementconcretepavement, 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 mixerofnotlessthan0.2cumcapacity14-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. 6.4 |
| 7 | Direction and Identification Signs uptp 0.9 sqm Size Board.Providing and erecting direction and place identification retro-reflactriesed sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum ..............................do...do...all.S.O.R. Item No. 8.5 |
| 8 | Earthwork in excavation for structuers as per drawing and technical specifications Clause 305.1 includding setting out costruction of shoring and hardingremovale of stumps and other delerious material and disposal uoto a lead of 50 m. do…do..allS.O.R Item No 3.13 (i) A |
| 9 | Providing and laying of dry rubble fiooring complete as per drawingand Technical Specification Clause 1303.3S.O.R Item No 15.9 |
| 10 | Plain /Reinforced cement concrete in open foundation complite as per drawingand Technical Specification (P.C.C Grade M15 )S.O.R Item No 12.8 A |
| 11 | Stone massonary work in cement mortar in foundation complete as per drawingand Technical Specification Squar RubbleCoarse Rubble massonary in C.M (1:3 ) in Foundation S.O.R Item No 12.7 A |
| 12 | Stone massonary work in cement mortar in sub-structure complete as per drawingand Technical Specification .Coarse Rubble massonary in C.M (1:3 ) in sub- structure S.O.R Item No 13.4 B |
| 13 | Plain /Reinforced cement concrete in sub-structure complite as per drawingand Technical Specification (P.C.C Grade M15 )S.O.R Item No 13.5 A (p) |
| 14 | Plain /Reinforced cement concrete in sub-structure complite as per drawingand Technical Specification (P.C.C Grade M20 in Abut cap )S.O.R Item No 13.5 B |
| 15 | Plain /Reinforced cement concrete in sub-structure complite as per drawingand Technical Specification (P.C.C Grade M25 in Deck slab )S.O.R Item No 13.5 F Case I(p) |
| 16 | Providing and laying cement concrete Werain coat M30 grade including Reinforcementcomplite as per drawingand Technical Specification S.O.R Item No 14.4 |
| 17 | Supplying fitting and placing HYSD bar reinforcement in super structurecomplite as per drawingand Technical Specification. S.O.R Item No 13.6 |
| 18 | Plastring with cement mortar (1:3) 15 mm thick on brick or stone massonary work in structureTechnical Specification Clause 613.4 ,1204S.O.R Item No 13.3 |
| 19 | Providing weepholes in brick/stone massonary Plain/ reinforced concrete abutment , wing wall, return wall, with 100 mm dia Ac pipe exlending through the full width the structure with slope of 1(v):20(H) towards drawing facecomplite as per drawingand Technical Specification. Clause 614,709, 1204,3.7 S.O.R Item No 13.8 |
| 20 | Back filling behind abutment wing wall and return wall with sandy materialcomplite as per drawingand Technical Specification. Clause 1204,3.8 S.O.R Item No 13.9.B . |
| 21 | Goods & Service Tax (G.S.T.) - |
| 22 | Labour Cess - |
