Maintenance Of Bankarghat Road ( L-1 . 00 Km ) Under Gandacherra Sub-Division Pwd ( Randb ) During The Year 2018-19/Sh - Patch Wbm 3 , Carpeting , Tack Coat , Seal Coat , Side Shouldering , Surface Drain Etc . ( Portion Form 0 . 00 Km To 1 .
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Project Description
Maintenance of bankarghat road ( l-1 . 00 km ) under gandacherra sub-division pwd ( randb ) during the year 2018-19 / sh - patch wbm 3 , carpeting , tack coat , seal coat , side shouldering , surface drain etc . ( portion form 0 . 00 km to 1 . 00 km ) . ( 2nd call )
BOQ
| Name of Work: Mtc. of Bankarghat road (L=1.00 km) under Gandacherra Sub-Division PWD (R&B)during the year 2018-19/SH:- Patch WBM 3, carpeting, tack coat, Seal coat, side shouldering, surface drain etc. (Portion form 0.00 km to 1.00 km).(2nd call) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Water Bound Macadam Sub-Base/ Base using Jhama Brick Aggregate. \nWBM Grading 3\nProviding, 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 KN in 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.\n(A) By Manual Means | BI01010001010000000000000515BI0100001113 | 35.772 | cum |
| 2 | 2 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder\nProviding, 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.\nCase - I: By Manual Means\n(I) Bitumen of VG-30 | BI01010001010000000000000515BI0100001114 | 3581.25 | sqm |
| 3 | 3 | Tack Coat\nProviding 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 bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. | BI01010001010000000000000515BI0100001115 | 3581.25 | sqm |
| 4 | 4 | Seal Coat\nProviding 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.\nA. By Manual Means\nCase - IV : Type D (premix with fine sand)\n(I) Bitumen of VG-30 | BI01010001010000000000000515BI0100001116 | 3581.25 | sqm |
| 5 | 5 | Surface Drains\nConstruction 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.\nSurface Drains in Ordinary Soil\nMechanical Means\n | BI01010001010000000000000515BI0100001117 | 650 | m |
| 6 | 6 | Maintenance of Earthen shoulder (Stripping of excess soil)\nStripping 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.\n | BI01010001010000000000000515BI0100001118 | 2101 | sqm |
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