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| 1 | Construction of Embankment wiyh material obtain from Borrow pits.Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2 |
| 2 | By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting wheel smooth will roller to achieve the desired density, complete as per Clause 401.A |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (G-2) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 - 100 Km. 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. as per clause 405(2A) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with smooth wheel 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. as per Clause 405 A |
| 5 | 8cm wide brick edging on both side of road with first class bricks laid on edge with mud mortar in 8cm wide and 12cm deep including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765 |
| 6 | Providing and applying prime coat with bitumen emulsion (MS) 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. |
| 7 | Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. |
| 8 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. |
| 9 | Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. |
| 10 | Excavation in foundation in ordinary soil including lift upto 1.50 M and lead upto 30M. Including watering ramming and dressing etc. SI.No.251 |
| 11 | Concrete with 4 cm gauge brick ballast Fine sand of 1.25 F.M and cement in proportion of 1:4:8 in foundation and under floor including supply of all materials labour T & P etc. required for proper completion of the work. S.I.No.275 |
| 12 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4) |
| 13 | Laying Cement Concrete 350mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet |
| 14 | Pointing with cement mortar (1:2) on brickwork as per drawing and technical specificationSI NO578 |
| 15 | 12 mm thick plaster over brick work with cement mortar consisting of one part cement & four parts of fine sand of 1.25 F.M. including supply of all material,labour and T&P etc required for proper completion of the work as per SI NO 584 |
| 16 | Supply and fixing of black granite 20mm thick stone bord at site |
| 17 | Lettering and painting on black granite sign board complete. Please Enable Macros to View BoQ information |
