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| 1 | Clearing and grubbing road land including uprooting rank, vegetation ,grass,bush,shrubs,saplings and trees of girth upto 300mm,removal of stumps,disposal of unserviceable material and stacking of serviceable material upto1000m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 2 | Providing, laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of diversioncomplete.[MoRTH specification Clause 401] with all lead |
| 3 | Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTHspecification : Clause 406) by mechanical means with all lead |
| 4 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @ 7kg/10 sqm with a self propelled or to wed bitumen pressure spraye requipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause-502,112 |
| 5 | Providing and applying tackcoat with bitumen emulsion on the prepared surface including cleaning as per IS:8887 & manufacturer’sspecifications@2kg/10sqm with a self propelled or to wed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112.-------do ------------- @ 2 .75 kg /10sqm ------------------ do -------------- |
| 6 | Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500- 4, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with all lead. with bitumen grade VG 30 For grading-2 (layer thickness 50-75mm) |
| 7 | Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single course composed of specified crushed aggregates as per table (500-26) premixed with bituminous binder (including cost of anti-stripping compound , wherever required) with all lead of mixed material (MoRTH Specification: Clause 512,112) in a hot mix plant 40-60 TPH F.E. loader, laying with sensor paver finisher, transporting the mixed material by tipper and rolling with power roller 8-10 tonne to achieve density approved by the department, but excluding cost of tack coat. with all lead Type \\"A\\" (22 kg binder per 10 sqm) with bitumen grade VG 30 |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:All kinds of soil |
| 9 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 10 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 11 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 12 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 13 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead with bitumen grade VG 30 |
| 14 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 -18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material a) With straight run bitumen grade VG 30 |
| 15 | Providing and laying of hot applied thermoplastic compound inclusive of type-1 reflectorising glass beads as per table 800.3,800.4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type-2 in addition @250gm/s cm with a road marking machine as per IRC:35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. |
| 16 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 2.00 M x 2.00 M |
| 17 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 1.50 M x 1.50 M |
| 18 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 1.00 M x 1.00 M Please Enable Macros to View BoQ information |
