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| 1 | Road Works |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(i) By Manual Means(a) In area of non thorny jungle |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 4 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(i) Private Land |
| 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 Clause401.(ii) For Grading II Material |
| 6 | WBM Grading 3Using stone screening Type-B 11.2 mm for Gr.IIIProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405.A By Manual Means |
| 7 | Inter locking concrete Block pavement(A) Interlocking pavement block(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 8 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801ii 600mm equilateral triangle |
| 9 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801iv 800mm x 600mm rectangular |
| 10 | Construction of RCC Load Bearing Drain |
| 11 | Excavation for Structures (Earth work in excavation of foundation ofstructures 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 and backfilling with approved material.I Ordinary soilA Manual Means(I) Without dewatering(i) upto 3 m depth |
| 12 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 13 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 14 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203A With crushed StoneII P.C.C grade M 15Nominal mix 1:2.5:5 (Hand mixing) |
| 15 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses1002, 1005, 1010 & 1202 |
| 16 | Plain/Reinforced cement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork(N) Without plasticiserE RCC Grade M20a Height upto 5mCase I Using concrete Mixer |
| 17 | Providing weep holes in Brick masonry/Plain/Reinforced concreteabutment, wing wall/return wall with 100 mm dia AC pipe, extendingthrough the full width of the structure with slope of 1V :20H towardsdrawing foce. Complete as per drawing and Technical specification. |
| 18 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 19 | Construction of RCC Slab Culvert |
| 20 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.I Ordinary soilUpto 3 m depth |
| 21 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203A With crushed StoneI P.C.C grade M 10Nominal mix 1:3:6 |
| 22 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203B With natural GravelP.C.C Grade M15Nominal mix 1:2.5:5 |
| 23 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203B With natural GravelIII P.C.C Grade M20Nominal mix (1:2:4) |
| 24 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specificationsClauses 800 and 1206.3B With Natural Gravel |
| 25 | Providing and laying of Filter media with granular materials/stonecrushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. |
| 26 | Providing weep holes in Brick masonry/Plain/Reinforced concreteabutment, wing wall/return wall with 100 mm dia AC pipe, extendingthrough the full width of the structure with slope of 1V :20H towardsdrawing foce. Complete as per drawing and Technical specification. |
| 27 | Supplying, fitting and placing TMT IS:1786 (Fe 500) barreinforcement in sub-structure complete as per drawing andtechnical specifications(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 28 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technicalspecifications. |
| 29 | Drainage Spouts complete as per drawing and Technical specification |
| 30 | Construction of Stone Masonry Guard Wall |
| 31 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.I Ordinary soilUpto 3 m depth |
| 32 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 33 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 34 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal sizemechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 35 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.I Coursed rubble masonry (1st sort)In 1:3 cement mortar |
| 36 | Plastering with cement mortar (1:4), 15 mm thick on brickwork insubstructure as per technical specification Clauses 613.4 & 1204 |
| 37 | 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 specificationClauses 614, 709, 1204.3.7 |
| 38 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I Granular material Please Enable Macros to View BoQ information |
