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| 1 | Civil work |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading inuniform 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. |
| 5 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/basecourse on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.(By Mechanical Means with 1 km lead) |
| 6 | Tack Coat Providing 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical SpecificationClause 503. |
| 7 | Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in allrespects. Grading I - 37.5mm nominal size |
| 8 | Providing and laying Bituminous Concrete with the use of batch type hotmix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 9 | Interlocking concrete block pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 |
| 10 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved 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 |
| 11 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 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 of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soilUpto 3 m depth |
| 12 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 |
| 13 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M15 |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 15 | Electical work |
| 16 | Supply and fiixing of 45 watt Led Street Light with 10 KV SPD Device. Make-Philips |
| 17 | Supply and Fixing of 6amp SPMCB |
| 18 | Supply and Layning of AB conductor PVC xlpe power cable 1.1kv grade 2x16+1+25Sqmm messanger |
| 19 | Supply and fixing of hanging clamp for supporting AB conductor on the pole complete in all respect |
| 20 | Supply and Fixing of street light pole junction box with clamp and desighn for 16 Sqmm 2Core Aluminum AB cable and alse space for 5/6 amp SPMCB complete in all respect |
| 21 | Supply of 7.5 mtr long hot galavnised Octagonal pole with 130 mm bottom & 70 mm top with base plate, foundation bolt and single arm bracket. |
| 22 | Erection of mettalic pole 6.5 mtr to 8.0 mtr (7.5mtr) height, in cement concrete 1:3:6 foundation including excavation and refilling etc Including labour and Material (DSR 11.3.2) includig Material and labour |
| 23 | Supply & Fixing of pole Earthing by Earth rod MS 20MMx2500MM directly buried in ground and connected to pole by GI earting wire GI 7/1.6MM 16 SWG tightly nut bolt to street light pole Please Enable Macros to View BoQ information |
