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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 sloe and compecting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required sloe and compecting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m as per Technical Specification Clause 301.5 |
| 3 | Excavation in foundation in ordinary soil, loame, clay or sand inculuding lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30mfrom the foundation trenches. SI. No. 251. |
| 4 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstics of coarse aggregate, watering and compacting to the required dencity . Grading - II ( with 45-63 mm size stone ballast) As per technical specification clause 405. |
| 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 smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstics of coarse aggregate, watering and compacting to the required dencity . Grading - III ( with 22.40-53 mm size stone ballast) As per technical specification clause 405. |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) 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 |
| 8 | Providing and applying Tack coat with bitumen (VG-10) using emulsion distributor @ 0.275 kg. per Sqm. On the prepared granuler surface treated with priner & cleaned with Hydaulic broom as per Technical Specification Clause 503. |
| 9 | Providing,laying and rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates eigher using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previously prepared base i/c mixing in a suitable plant, laying and rolling with a three wheeld 80-100 kN static roller capacity, finished to required level and gredes to be followed by seal coat as per Technical Specification Clause 508 |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 11 | Brick edging on both side of the road of first class bricks 8cm wide and 12cm deep laid ..........comp..as per S.I.No.765 |
| 12 | Concrete with 4 cm. gauge brick ballast, final local sand of 1.25 FM and cement in proportion of 12 :6 : 1 in foundation and under floor, Including supply of all Material with mixer machine, Labour and T & P etc. required for proper completion the work.As per S.I. No. 273 |
| 13 | First class Brick work in 1:4 cement and coarse Sand morter in foundation & Plinth inculding supply of all materials Labour T & P etc.required for proper completion of work. As per S.I. No. 305. |
| 14 | Cement Concrete with 20 mm. gauge approved stone grit ; approved Coarse Sand and Cement in the proportion of 4:2:1 inculding supply of all Material, Labour and T & P etc. required for proper completion the work. As per S.I. No. 279(i) |
| 15 | Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge |
| 16 | Supply of RCC Hume pipe NP-3 Class (including cartage up to site) 300 mm of dia as per ch.20 Non Schedule Item No.5 (iii) |
| 17 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 18 | Reinforced cement concrete M15 grade 200 m stone / Hectometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 19 | Painting lines, dashes, arrows, etc. on roads with hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per IRC:35-2015 and Technical Specification Clause 1702 |
| 20 | Supply and Fixing of raised pavement maker (Cat Eye) with made of plastic body consisting of ASA (Acrylic Styrene Acrylonitritr) or HIPS (High Impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light. |
| 21 | S/F of informatory sign board.........i/c painting,writing & fixing at site.... Complete. Please Enable Macros to View BoQ information |
