Maintenance Of Road From Gandacherra Ardd Office To Bsf Camp Road Via Laxman Sarkar House ( L= 0.600 Km ) Under Gandacherra Sub-Division, Pwd ( R&B ) During The Year 2022-23 / Sh: - Patch Wbm -3, Re-Carpeting, Side Shoulder Levelling, Surface D
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Project Description
Maintenance Of Road From Gandacherra Ardd Office To Bsf Camp Road Via Laxman Sarkar House ( L= 0.600 Km ) Under Gandacherra Sub-Division, Pwd ( R&B ) During The Year 2022-23 / Sh: - Patch Wbm -3, Re-Carpeting, Side Shoulder Levelling, Surface Drain Etc. Portion From Ch. 0.00 Km To 0.600 Km. ( 2Nd Call )
BOQ
| Sl. No. | Item Description |
| 1 | Granular Sub-bases, Bases (Non-bituminous) and Shoulders |
| 2 | WBM Grading - 3Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.(A) By Manual Means |
| 3 | Bases and Surface Courses (Bituminous) |
| 4 | Prime Coatii) Low porosityProviding 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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. |
| 5 | Tack Coat(iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 6 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder.Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity grade bitumen or emulsion 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 either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.Case - I : By Manual means. (i) Bitumen VG-30 |
| 7 | Seal Coat.Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.(A) By Manual MeansCase - IV : Type D (premix with fine sand)(I) Bitumen of VG-30 |
| 8 | Maintenance of Roads |
| 9 | Maintenance of Earthen shoulder (Stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. |
| 10 | Earthwork, Erosion Control & Drainage |
| 11 | Surface DrainsConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.1) Surface Drains in Ordinary Soil A) Manual Means |
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