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| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.S.O.R. Item No. 2.02 |
| 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. 2.03(l)A |
| 3 | 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. 2.03(l)A |
| 4 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 andS.O.R. Item No. 3.19 |
| 5 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(By Mix in Place Method) With Grading -l Material |
| 6 | Cement Concret Pavment (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 @ 400 kg per cum,coarse and fine aggregates conforming to IS:383, ...approved curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification) S.O.R. Item No. 6.4 |
| 7 | 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....of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 3 mm Angle mounted on a mild steel circular pipe ...do..do all. S.O.R. Item No. 8.05 |
| 8 | Earthwork in excavation for structuers as per drawing and technical specifications Clause 305.1 includding setting out costruction of shoring and harding removale of stumps and other delerious material and disposal uoto a lead of 50 m. do…do..all S.O.R Item No 3.13 (i) A |
| 9 | Providing and laying of dry rubble fiooring complete as per drawing and Technical Specification Clause 1303.3 S.O.R Item No 16.9 |
| 10 | Plain /Reinforced cement concrete in open foundation complite as per drawing and 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 drawing and Technical Specification Coarse 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 drawing and Technical Specification Coarse Rubble massonary in C.M (1:3 ) in sub- structure S.O.R Item No 13.4 B |
| 13 | Stone massonary work in cement mortar in foundation complete as per drawing and Technical Specification Squar RubbleCoarse Rubble massonary in C.M (1:3 ) in Foundation S.O.R Item No 12.7 B |
| 14 | Stone massonary work in cement mortar in sub-structure complete as per drawing and Technical Specification . Coarse Rubble massonary in C.M (1:3 ) in sub- structure S.O.R Item No 13.4 A |
| 15 | Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M15 ) S.O.R Item No 13.5 A (p) |
| 16 | Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M20 in Abut cap ) S.O.R Item No 13.5 B |
| 17 | Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M25 in Deck slab ) S.O.R Item No 13.5 F Case I(p) |
| 18 | Providing and laying cement concrete Werain coat M30 grade including Reinforcement complite as per drawing and Technical Specification S.O.R Item No 14.4 |
| 19 | Supplying fitting and placing HYSD bar reinforcement in super structure complite as per drawing and Technical Specification. S.O.R Item No 13.6 |
| 20 | Plastring with cement mortar (1:3) 15 mm thick on brick or stone massonary work in structure Technical Specification Clause 613.4 ,1204 S.O.R Item No 13.3 |
| 21 | 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 face complite as per drawing and Technical Specification. Clause 614,709, 1204,3.7 S.O.R Item No 13.8 |
| 22 | Pointing With cement mortar (1:3) on stone massonary work complete as per drawing and Technical Specification S.O.R Item No 13.2 |
| 23 | Back filling behind abutment wing wall and return wall with sandy material complite as per drawing and Technical Specification. Clause 1204,3.8 S.O.R Item No 13.9.B . |
| 24 | G.S.T @ 18% |
| 25 | Labour Cess 1% Please Enable Macros to View BoQ information |
