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| 1 | Earth work in hill road (hill side cutting/filling): Excavation in hilly area for construction of road in all types of soils & rocks with E & B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/manual means indicated in the drawing without damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge |
| 2 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 mlead but excluding compaction ground supporting embankment subgradereplacement by suitable soil, which shall be paid separately as per Clause 303.5.2as per Technical Specification Clause 302.3.11 |
| 3 | Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. wire conforming to IS: 280 & IS: 4826 in 100 mm × 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 Kg each as per drawing and technical specification of and as directed by Engineer in charge |
| 4 | Excavation in foundation for retaining, breast walls etc, in all types of soilsand rocks including all lead, lift and disposal of surplus material as perdirection of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction |
| 5 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704,1202 & 1203 of MORD Specifiction |
| 6 | Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As perPWD Uttarakhand specifications) |
| 7 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply of allmaterial, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORDSpecifiction |
| 8 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing ofsides and bottom and backfilling in trenches with excavated suitable material.11-1-1 Ordinary soil11-1-1-1 Upto 3 m depth |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing) |
| 10 | Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 |
| 12 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 |
| 13 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete asper drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 14 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site fromroadway cutting and excavation from drain and foundation of other structuresgraded and compacted to meet requirement of Tables 300.1 and 300.2 as perTechnical Specification Clause 301.5 |
| 15 | Construction of coolie walling including supply of all material, labour, T&Petc. required for proper completion of the work as per direction of Engineerin-charge. (As per PWD Uttarakhand specifications) |
| 16 | Surface Drains in Ordinary RockConstruction of unlined surface drain of average cross-sectional area 0.4 sqmin ordinary rock to specified lines, grades, levels and dimensions as perapproved design and Technical Specification Clause 307. Excavated materialto be used in embankment at site |
| 17 | Reinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 18 | Reinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) 200 m stone (precast) |
| 19 | Providing edge stones of Size 450x350x100 mm on valley side of formationas per drawing and technical specification clause |
| 20 | Semi Reflective Traffic Signs providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm × 47 mm × 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450 × 450 × 600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2, 600 mm equilateral triangle |
| 21 | Semi Reflective Traffic Signs providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm × 47 mm × 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450 × 450 × 600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2, 600 mm × 450 mm rectangular. |
| 22 | Supplying & Fixing citizen information board as per approved drawing as per direction of engineer in charge |
| 23 | Supplying & Fixing caution information board as per approved drawing as per direction of engineer in charge |
| 24 | Concrete with cement, coarse sand and 40 mm gauge stone ballast inproportion 1:4:8 in foundations and floors including supply of all material,labour and T&P etc. required for proper completion of the work. as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 25 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concreteincluding supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specifications Clause802, 803, 1202 & 1203 of MORD Specifiction |
| 26 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 27 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal Construction of granular sub-base by providing local materialspreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at once and compacting with smooth wheel roller toachieve the desired density complete as per Clause 401.4 as per TechnicalSpecification Clause 408.Using Gravel mix soil |
| 28 | Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort) In cement mortar (1:5) |
| 29 | Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort) In 1:4 cement mortar |
| 30 | Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m) R.C.C. grade M 25 |
| 31 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete asper drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 32 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 33 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist postsdesignation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steelpipes (light) including fixing in position on bridge deck complete as per drawing andtechnical specifications Clause 1208.2 |
| 34 | Backfilling behind abutment, wing wall and return wall complete as per drawings &technical specification Clause 1204.3.8 Granular material |
| 35 | Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mmwide galvanised weldable structrual steel plate as per IS:2062, placed symmetricalto centre line of the joint, resting freely over the top surface of the deck concrete,welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along thecentre line of the plate, as per technical specifications Clauses 1207.2.3 |
| 36 | plastering with cement mortar (1:4) , 15mm thick on brickwork in substructure as per technical specification clause 613.4 & 1204 Please Enable Macros to View BoQ information |
