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| 1 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703,2102 & 2104 Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. |
| 3 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 including Weepholes as per MoRTH specifications Clauses 2706 Coursed rubble masonry (1st sort) Cement sand mortar 1:4 |
| 4 | Plastering with cement mortar (1:4), 20 mm thick on stone masonry work in substructure as per technical specification |
| 5 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 1200 mm dia |
| 6 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 7 | Construction of granular sub-base by providing well graded material spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401.: For grading-III |
| 8 | Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm compacted layers, including ramming watering and consolidation, lead upto 30 metres [MoRTH Specification : Clause 301,304].Ordinary Soil |
| 9 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383 the size of coarse aggregate not exceeding 25 mm aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trial length construction concrete strength not to be less than 10 Mpa at 7 days mixed in a batching plant transported to site laid with a paver with electronic sensor compacting with 8-10 tonnes vibratory roller finishing and curing. |
| 10 | Constructionof un-reinforced,plaincementconcretepavementM-35 (Grade), thickness as per design, over apreparedsubbase,with43/53gradecement asperClause602,coarseandfineaggregatesconformingtoIS:383,maximumsizeof coarseaggregatenotexceeding31.5mm,mixedinainfullyAutomaticComputerisedBatchingPlant compatiblewithPrinter andPenDrive and transported to site in transit mixer for havingcontinuousagitatedmixer,manufacturedasper approvedmixdesign includingpumpingofR.M.C. fromtransitmixer tositeoflaying , with all lead and lift including cost of admixtures inrecommended portion as per IS 9103 to accelerate/ retardsetting of concrete, improve workability without impairingstrengthanddurabilityasperdirectionofEngineer inchargelaidwithaFixedFormPaver (layingandfixingof 150micronthickpolytheneFilmand finished in continuous operation includingprovision of contraction and expansion, construction joints,applyingdebondingstrips, primer, sealant near approaches tobridge/culvert andconstruction joints, admixturesasapproved,curingofconcreteslabsfor14-daysusingwaterfinishingtolinesandgradeasperdrawing andMoRTHSpecificationClause602withall requiredequipments (DowelBarsandTieBarswill bepaid seprately) |
| 11 | Structural Cement concrete for plain concrete/ reinforcedconcretefor substructureatanylevel,completeasperdrawingand technical specification. Using Batching Plant, TransitMixture, andConcretePump.Designmix concrete-[MoRTHSpecification : Clause 1500&1700] R.C.C including formwork R.C.C. grade M35 upto 5 metre height |
| 12 | Supplying fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 10091600 and 2102 |
| 13 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and MoRTH specifications Clause 2503.3 |
| 14 | Marking Centre Line and stop lines etc. on road as per IRC pattern withthermoplastic paint of approved quality and make with 8% glass beads laidon the road surface at temperature 160\\" C with a special applicator machinecomplete with a special applicator machine complete with labour materialand traffic diversion arrangements. |
| 15 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. 80 cm x 60 cm rectangular |
| 16 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. 150 cm. X 120 cm. |
| 17 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. 150 cm. X 120 cm. |
| 18 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. 150 cm. X 120 cm. |
| 19 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. 150 cm. X 120 cm. |
| 20 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. 150 cm. X 120 cm. |
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