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| 1 | Cutting in earth work in all heights / depths and in all kinds of soil such as kankar, moorum, shingle and decomposed or soft rock and hard rock including their intermediate classification and chiselling / wedging out rock where blasting is prohabited including saturated soil and filling in embankment etc., where necessary and disposal of all excavated un serviceable materials in all leads and lifts including through mechanical transporation, the disposal of unserviceable materials will be done in acquired width of the road or on approved dumping site. |
| 2 | Centering and shuttering including strutting propping ete and removal of form work for Retaining walls, return walls, walle tany thickness) mcluding attached pilasters, buttresses, pinth and string cothses fillets, kerbs and steps ete |
| 3 | Stone filling behind retaining wall per HP.PWD specification 1990 Volume - I and as per direction of the Engineer-in charge. |
| 4 | Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of materials within all leads and lifts as per direction of Engineer-in-charge. |
| 5 | Stone soling properly hand-packed filling interstices with Kharanja stone including spreading watering etc. complete as per HP.PWD specification 150mm spread thickness (finished work including materials and labour) including carriage of materials within all leads and lifts. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(GII) Grading-II 63 mm to 45 mm |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(GIII) Grading-III 53 mm to 22.4 mm |
| 8 | Providing and applying prime coat with bitumen emulsion (SS-I) grade on the prepared surface of granular base including cleaning of road surface laying primer @ .70-1.0 kg/sqm using mechanical means as per technical clauses 502 |
| 9 | Providing and applying tack coat with bitumen emulsion RS-I using emulsion distributor @.25 to .30 kg/sqm on the preapared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 502 |
| 10 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per technical specification Clause 504 complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge. |
| 11 | Poviding and laying bituminous concrete using crushed stone aggregate of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling weith smooth wheeled, vibratory and tendem rollers to achieve the desired compaction and density as per specifications, complete and as per direcation of Engineer -in Charge. 30 mm compacted thickness with bitumen of grade VG-10 @ 5.5% (percentage) by weight of total mix) and lime Aggregate prepared in batch type Hot Mix Plant of 100-120 TPH capacity in all leads & lifts as per direction of Engineer-in-Charge. |
| 12 | Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material within all leads and lifts. Please Enable Macros to View BoQ information |
