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| 1 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. |
| 2 | Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1) |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 |
| 4 | Construction of subgrade with earthen soulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 |
| 5 | Construction of Subgrade and earthen soulder,s deposited from roadway (Compaction only) |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects. |
| 10 | Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 11 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 all respects |
| 12 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602. |
| 13 | Construction U shape RCC drain |
| 14 | Excavation in foundation in ordinary soil as directed by the Engineer-incharges.as per SI.No. 251 |
| 15 | Class-150 brick work in 1:4 cement and C/sand of 2.25 fineness modukus mortar in foundation and plinth including supply of all materials labour and tools and plants etc. required for proper completion of work. As per SI.No.305B |
| 16 | Supply and Laying of Rubber moulded reflective Zig-Zag 80 mm thick precast compressed CC inter locking block, compressive strength shall not be less that 30 MPA and weight not less that 5.5kg each block including cost of 50 mm thick bedding manfcatured by high pressure and controlled vibration machine having minimum 5 mm thick topping CP Cement Mixed 25% marble powder the compressive strength of concrete paver block as per drawing and confirming IRC-SP-63-2004 including cost all material labour T&P etc. with 3 cm thick beding (cussion) of fine sand and 8 cm depth jointing of interlocking with fine sand and also including filling gap the cost of all material, labour & T&P etc. complete of work (Grey inter locking 32.00 @75% =24 No., Red inter locking 32.00 @25% =8 No./sqm) As per Technical Specification Clause 1504 Sr. No. 6.7 |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes MORTH 803 (8.13). |
| 18 | Direction of place indentification sign with size more than 0.90 sqm size board providing and erecting direction place identification reflactoirised sign as per IRC 67 made high intensity grade shieeting wide clause 801.3 fixing over aluminium sheeting 2mm thick area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm MORTH 801(8.6). |
| 19 | Providing and fixing of retero reflacting delinator post IZ-ASTMAD-456-4 Made of 75 mm dia round of 1.2 m high with fixing support |
| 20 | Supply and fixing of Pevement marker (Cate Eye) type X-ASTMD-456-4 avery |
| 21 | Construction of hume pipe culvert including supply of all material, labour T & P etc complete as per direction engineer-in-charge. |
| 22 | Excavation in foundation in ordinary soil as directed by the Engineer-incharges.as per SI.No. 251 |
| 23 | Concrete with 4cm. Gauge stone ballast ,fine sand of 1.25 FM & cement in proportion 8:4:1 in foundation and floors as per SI.No. 275 |
| 24 | Supply and laying dry brick ballast (OBB) under and half round of the pipe |
| 25 | M15 Brick work in 1:4 one cement and four coarse sand mortar including supply of all materials, labour & tool & plants etc. required for proper completion of work. SI.no. 305b |
| 26 | Supply & laying of 900mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 27 | Struck cement pointing in 1:2 cement & fine sand motar including supply of all material, labour and T&P etc, required for proper completion of the work. SI.No. 574 |
| 28 | 12mm thick in 1:3 cement and Coarse sand plaster as per SI.No. 583 |
| 29 | Finishing walls with water proof cement paint as per SI.No. 660 |
| 30 | Providing and fixing inaugration black granite (Polished) 20 mm thick stone size 0.90x0.75 cm. including lettering, printing, border etc will be painted of superior quality is required shade and colour including fixing exavation of foundation (1.40x0.50x0.40cm), P.C.C. 1:6:12 (1.40x0.50x0.15cm), brick work 1:3 cement coarse sand up to G.L. (1.40x0.23x1.35cm), 12 mm thick plaster 1:3 cement coarse sand and finihing walls with water proffing white cement paint of approved make and quality such as super snowcem paint etc. all complete. as per analysis Please Enable Macros to View BoQ information |
