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| 1 | 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 earlierand 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 MoRTH Specification Clause 201.By Manual Means,In area of thorny jungle. |
| 2 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002. By mechanical means. |
| 3 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-III Material |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202.By Mechanical Means, Reinforced Cement Concrete |
| 5 | Earth work in excavation for foundation of structurecomplete with all lift, dewatering shoring and shutteringetc. .including refilling of trenches in 25.mm layers,ramming, watering and disposal of surplus soil within alead of 1000 meters, as per drawing and technicalspecification.[MoRTH Specification : Clause : 304],In ordinary Soil [MoRTH Specification : Clause : 301],Above 3m to 6m depth |
| 6 | Providing and laying specified Apron complete as perdrawing and technical specification. [MoRTH Specification :Clause: 2503],Boulder/Quarry stone not less than 40 kg (Specific gravitynot less than 2.65) |
| 7 | Structural cement concrete (Design Mix) in openfoundations, with form work, at any level.Cement concrete for plain/reinforced concrete in openfoundation as per drawing and technical specification.[MoRTH Specification : Section 1700(N)&1500(N)]. UsingBatching Plant, Transit Mixture, and Concrete Pump.P.C.C.M-15 grade |
| 8 | Structural cement concrete (Design Mix) in openfoundations, with form work, at any level.Cement concrete for plain/reinforced concrete in openfoundation as per drawing and technical specification.[MoRTH Specification : Section 1700(N)&1500(N)]. UsingBatching Plant, Transit Mixture, and Concrete Pump.R.C.C.M-25 grade |
| 9 | Structural Cement concrete for plain concrete/ reinforcedconcrete for substructure at any level, complete as perdrawing and technical specification. Using Batching Plant,Transit Mixture, and Concrete Pump.Design mix concrete - [MoRTH Specification : Clause1500&1700] R.C.C,R.C.C.M35 grade,For 5m to 10m height |
| 10 | Structural Cement concrete for reinforcedconcrete/PSC in superstructure complete includingsteel formwork, scaffolding etc. as per drawing andtechnical specification. Using Batching Plant, TransitMixture, and Concrete Pump.Design mix concrete [MoRTH Specification1500(N)&1700(N)],M 35 grade,Solid slab superstructure,Height up to 5m |
| 11 | Providing and laying HYSD bar reinforcement at anylevel in superstructure complete as per drawing andtechnical specification .[MoRTH Specification 1600(N)] |
| 12 | Reinforced cement concrete wearing coat at any levelincluding formwork and reinforcement completed asper drawing and technical specification. [MoRTHSpecification 2202(N),1500(N)&1700(N)],M 35 grade |
| 13 | Providing A.C pipe Weep holes 150mm dia in Masonry/PlainConcrete/.Reinforced Concrete abutment, wing wall/returnwall complete as per drawing and technicalspecification.[MoRTH Specification Clause 2205] |
| 14 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragmentweighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2 |
| 15 | Plaster on new surface with cement mortar (1:3) includingracking of joint etc. complete fine finished 20mm thick. |
| 16 | Providing and fixing 20mm thick compressible fibre board in expansion joint complete. |
| 17 | Providing and filling joint sealing compound -Coarse sand with bitumen (6% by weight) |
| 18 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using Viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per MoRTH Specification Clause 508 By Mechanical Means Type A Bitumen (VG-30) |
| 19 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 20 | 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 |
