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| 1 | 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 Tech |
| 2 | Granular Sub-base with Well Graded Material Providing, laying and spreading Material(mix in place) on a prepared sub grade with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.400.1 |
| 3 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 with 45 -63 mm stone ballast as per Technical Specification Clause 405) |
| 4 | WBM Grading III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) |
| 5 | Providing and applying prime coat with emulsion SS1 using Bitumen distributor the prepared granular surfaces including cleaning of road surface and spraying primer @ rate of 0.70-1.00 kg /sqm using mechanical means as per Technical Specification Clause 502. |
| 6 | Providing and applying tack coat with Bitumen VG-10 Using Bitumen distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 7 | Providing, laying and rolling of open-graded premix carpet (surfacing) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 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 as per Technical Specification Clause 508) (used by paver finisher) |
| 8 | 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 VG10 bitumin as per Technical Specification Clause 510. |
| 9 | Brick edging on both side of the road of first class brick 8cm (3\\")wide and 12cm (4.5\\")deep laid with mud mortar including labour supply of brick finish to required template and proper aligment and also including dressing and ramming the excavated earth as directed by engineer in charge SI.NO 765 |
| 10 | Excavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & inside the foundation trenches or into the plinth, removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty ) as per SINo. 251 |
| 11 | Cement concrete with 4cm gauge approved stone ballast approved coarse sand and cement in the proportion of 8;4:1 including supply of all material, labour and T&P etc.required for proper completion of the work as per SI.NO.281 |
| 12 | First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work.as per SINo. 305 |
| 13 | Cement concrete with 20mm gauge approved stone grit, approved coarse sand and cement in proportion of 4:2:1 including supply of all material, labour, and T&P with mixure machine and vibrator etc. required for proper completion of work. as per SINo. 279 (i) |
| 14 | White washing two coat , including supply of all materials labour & T&P etc as per SI no 671+672 |
| 15 | Struck pointing with cement mortar consisting of one part cement and 2 part of fine sand of 1.25 F.M on brick work including of all material labour and T&P etc.required for proper completion of the work as per SI.NO 574 |
| 16 | Supply of R.C.C Hume pipe NP3 Class.Non schedule item no 5(i) |
| 17 | Laying and fixing of R.C.C Hume pipe NP3 Class.Non schedule item no 5a(i) |
| 18 | Supply & Fixing of Informatory M.S. Sign. Board Size 1200x900mm made of 18 gauge M.S. Sheet fixed in ISA 40x40x5 mm. frame by flat iron 40x5mm. on all four sides along with two vertical post of 2150mm. long from bottom to frame of angle iron 40x40x5 mm. with 150mm. horizontal hold fast at bottom braced with 40x5mm. flat iron 1980mm. long electrically welded and painted with one coat of redoxide primer.Rates Sanction SE/RED RS. 4200.00 including Letter writting. Please Enable Macros to View BoQ information |
