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| 1 | Civil and Road Work |
| 2 | Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5m and lead upto 30m and including filling, watering andramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30m from the foundation trenches including all Tand P,phowrahs and baskets etc. complete\ |
| 3 | LC in Cement with 4 cm guage aproved stane ballast ,aproved coarse sand cement in the propartion of 8:4:1 including supply of all meterial labour and T&P etc required for proper of work . |
| 4 | 1st calss brick work in 4:1 c sand and cementof 1.25 finess modulas mortar in foundation and plinth including supply of all meterial |
| 5 | R.C.C C with 20mm guage aproved stone ballast ,aproved coarse sand cement in the propartion of 4:2:1 including supply of all meterial labour and T&P etc required for proper of work . |
| 6 | Mild steel or iron ork in plane work such asrenforcement concrete or reinforced brick work required shape as necessary including all respect |
| 7 | 12 mm thick plaster with cement motar in proportion of 1:4 cement and c sand of above 2.25 F.M over brick work minimum thickness not be less then 10 mm includingall respect |
| 8 | Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN 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. WBM Grading-III as per Technical Spcification clause 40 |
| 9 | Providing and applying tack coat with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared granular surfaces treated with mechanical broom as per Technical Specification Clause 503. |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 11 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm nominal size (22.4mm-1.2mm) & 11.2mm nominal size (13.2mm-5.6mm) ggregates either using penetration grade bitumen @1.46 kg/sqm to quired line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with three wheel 80-100 kN static rollar capacity finished to required level and grades to be followed by seal coat of Type-C as per Technical Specification Clause 508. |
| 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C with bitumen binder @ 0.65 kg/sqm including cost of bitumen as per Technical Specification Clause 510. |
| 13 | Supply and laying Brick edging on both side of road of road of staight bumt laid with mud mortar includingh labiur & supply of brick finushed to required templete and in proper alignment including all respect . |
| 14 | Earth work in filling levling dressing and unloding and cartage of 5 km complet in all respect |
| 15 | ADD TO 18 % GST Please Enable Macros to View BoQ information |
