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| 1 | Excavation for StructuresEarthwork inexcavation for structuresasperdrawingand technical specificationsClause305.1includingsettingout,constructionofshoringandbracing, removalofstumpsandotherdeleteriousmaterialanddisposaluptoaleadof50m,dressingofsides and bottom and backfilling in trenches with excavated suitable material. Ordinary soilUpto 3 m depth |
| 2 | Providingconcrete forplain/ reinforcedconcrete inopen foundationscompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 3 | R.C.C. grade M 25 |
| 4 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202+B16:B23B16:B25B16:B27B14B16:B21B16:B28B1B16:B48 |
| 5 | Backfilling behind abutment, wing wall and return wall complete as per drawings &technical specification Clause 1204.3.8Granular material |
| 6 | Providing and laying filter media with granular crushed aggregates as perspecification to a thickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and providing over the entire surface behindabutment, wing wall, return wall to the full height, compacted to firm conditioncomplete as per drawing and technical specification Clause 1204.3.8 |
| 7 | Plain/reinforced cement concrete in substructure completeas per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m)R.C.C. grade M 25 |
| 8 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202(The reinforcement steel shall be procured from original (primary) steel producers asper clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS1786:2008 clause no. 1.6) |
| 9 | 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 |
| 10 | Providingand layingreinforcedcement concrete insuperstructureasperdrawingand technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 30Height upto 5m |
| 11 | Supplying, fitting,andplacingHYSDbar reinforcement insuperstructurecompleteas per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 12 | Dismantling of StructuresDismantlingof existingstructures likeculverts, bridges, retainingwallsandotherstructurecomprisingofmasonry,cementconcrete,woodwork,steelwork, includingT&Pandscaffoldingwherevernecessary,sortingthedismantledmaterial,disposalofunserviceablematerialandstackingtheserviceablematerialwithall liftsandleadof 1000 m as per Technical Specification Clause 202. By Mechanical Means Cement Concrete |
| 13 | Reinforced Cement Concrete |
| 14 | 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 |
| 15 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50mmProviding, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted onmedium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high aboveground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 |
| 16 | Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately)) |
| 17 | Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm) |
| 18 | Maintenance of Lawns or Turfing of Slopes (Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc) |
| 19 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) |
| 20 | Supply at Site Well Decayed Farm Yard Manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking) |
| 21 | Providingconcrete forplain/ reinforcedconcrete inopen foundationscompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6 |
| 22 | Plain/reinforced cement concrete in substructure completeas per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4) |
| 23 | Dismantling of Flexible PavementsDismantlingof flexiblepavementsanddisposalofdismantledmaterialsuptoaleadof 100m, stacking serviceable and unserviceablematerials separately as perTechnical Specification Clause 202By Mechanical Means Bituminous Courses |
| 24 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) Using Concrete Batching and Mixing Plant PCC M20 for Kerb (Cast in Situ) |
| 25 | Traffic SignsRetro-reflectorised Traffic Signs 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 801 900 mm equilateral triangle |
| 26 | 600 mm equilateral triangle |
| 27 | 600 mm x 450 mm rectangular |
| 28 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with syntheticenamel paint in all shades on new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701 |
| 29 | Providing and laying of hot applied thermoplastic compound of ISI MarkApproved Quality of 2.5 mm thick including reflectorising glass beads @250 gms per sqm area, as per IRC:35 .The finished surface to be level,uniform and free from streaks and holes. |
| 30 | Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of‘category A’ Raised pavement markers made out of poly carbonate/ABSmoulded body and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lens face with retroreflectance and chromaticity values shall be as given in the detailedspecifications and the product shall conform to ASTM D4280. The raisedpavement marker shall also meet all the testing conditions of ASTM D4280and fixed to the road surface using the adhesive recommended by themanufacturer. Two cylindrical Polymer Shanks of not less than 20 mmdiameter and not less than 30 mm length shall be molded in the RPM body.The reflective raised pavement markers shall also confirm to the MORTHcircular No RW / NH. 33023/10/ 97-DO.III and the length ,height and widthof the body shall not be less than 100 mm, 15 mm and 90 mm and baseof marker shall be flat within 1.3 mm and outermost faces of configurationof marker shall not deviate more than 1.3 mm from a flat surface. Themarker shall support a load of 13635 Kg tested in accordance with ASTMD4280. The marker shall withstand flexural strength of 909 kgf force inaccordance with ASTM D4280. Marker lenses shall be moulded ofPolycarbonate or methyl methecrylate conforming to ASTM D788. The areaof each retro reflectory surface shall not be less than 13.0 sq.cm. Theslope or retro– reflectory surface shall be 35 + 5 degree to base. Eachreflector shall have a CIL not less than values specified in table 1 ofMORTH Section 800 page no. 353 and should accompany two yearwarranty for satisfactory field performance from the manufacturer |
| 31 | Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimumretro reflective unit exposed area of 330 sqcm, full cube corner microprismatic non-metallic retro reflective sheeting on each side conformingwith IRC 67 and meeting the coefficient of retro reflection values as perASTM D 4956 Type XI table specification with pure polyester powdercoating with the minimum thickness of powder coating of not less than 40micron. The posts shall have ellipsoidal or circular design with the height ofthe pole shall be 800 to 900 mm above the ground with about 200 to 300anchored with PCC M-15 onto the ground. The front and back faces of thedelineator should be curved with a radius of not more than 200 mm andwith delta angle (or central angle of curve) lying between 20o and 30 o, toincrease the visibility of the delineator for vehicles moving in continuouscurves. The delineator shall have sufficient arrangement to make thereflective sheets vandal-proof. Including all test report and warranties asper IRC 67 and IRC 79. |
| 32 | Excavation for StructuresEarthwork inexcavation for structuresasperdrawingand technical specificationsClause305.1includingsettingout,constructionofshoringandbracing, removalofstumpsandotherdeleteriousmaterialanddisposaluptoaleadof50m,dressingofsides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth |
| 33 | Providingconcrete forplain/ reinforcedconcrete inopen foundationscompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 34 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202(The reinforcement steel shall be procured from original (primary) steel producers asper clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS1786:2008 clause no. 1.6) |
| 35 | 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 |
| 36 | Providingand layingDenseBituminousMacadamwith theuseof batchtypeHMPusingcrushedaggregatesof specifiedgrading, premixedwithbituminous [email protected]%by weight of total mix of mix and filler,transportingthehotmixtoworksite, layingwithahydrostaticpaverfinisherwithsensorcontrol totherequiredgrade, levelandalignment, rollingwithsmoothwheeled, vibratory and tandem rollers to achieve the desiredcompactionasperMoRTHspecificationclauseNo. 507complete inallrespects. Grading II - 26.5mm nominal size |
| 37 | ProvidingandlayingBituminousConcretewiththeuseof batchtypehotmixplant usingcrushedaggregatesof specifiedgrading, premixedwithbituminous binder, transporting the hot mix towork site, layingwith ahydrostaticpaver finisherwithsensor control to therequiredgrade, levelandalignment,rollingwithsmoothwheeled,vibratoryandtandemrollerstoachieve thedesiredcompactionasperMORTHspecificationclauseNo.509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) |
| 38 | Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 39 | Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction 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.For Grading I Material |
| 40 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the material with water at OMC inmechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniform layers in sub-base/base course on a well prepared sub-base andcompacting with smooth wheel roller of 80 to 100kN weight to achieve the desireddensity including lighting, barricading and maintenance of diversion, etc as perTables 400.11 & 400.12 and Technical Specification Clause 406.(By Mechanical Means with 1 km lead) |
| 41 | Prime CoatLow porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 42 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Please Enable Macros to View BoQ information |
