Periodical Maintenance Of Taken Over Pmgsy Road From Harina-Ailmara Road To Raj Kumar Para ( L043 ) ( L- 5.210Km ) From Ch.0.00 Km To Ch.5.210 Km Under Rupaichari Rd Block During The Year 2021-22 / Sh:-Patch Metalling, Re- Carpeting, Sand Seal Coat
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Project Description
Periodical Maintenance Of Taken Over Pmgsy Road From Harina-Ailmara Road To Raj Kumar Para ( L043 ) ( L- 5.210Km ) From Ch.0.00 Km To Ch.5.210 Km Under Rupaichari Rd Block During The Year 2021-22 / Sh:-Patch Metalling, Re- Carpeting, Sand Seal Coat And Traffic Signs Etc. ( 2Nd Call )
BOQ
| Sl. No. | Item Description |
| 1 | WBM Grading 3 :Providing, laying, spreading and compactingjhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking rolling with three wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming and 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 i) Bitumen VG-30 |
| 2 | Prime Coat:(i) Low PorisityProviding and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and applying primer at the rate of 0.70 - 1.00kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. |
| 3 | Tack Coat:II) Providing and applying tack coat with bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry & hungry bituminous surface cleaned with hydraulic broom as per MoRD Technical Specification Clause 503. |
| 4 | Tack Coat using hot straight run bitumen of grade VG-30 on bituminous surface.Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: on bituminous surface @0.50 Kg/sqm. |
| 5 | 20mm thick Open-Graded Premix Carpet using Bituminous (viscosity grade/ modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity 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 of VG-30 |
| 6 | Seal CoatProviding & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510.1) By Manual Means.Case-iv : Type D ( Premix with fine sand )I) Bitumen of VG-30 |
| 7 | Providing and laying of apron with cement concrete block of size as per table 1300.1 cast in situ and made with nominal mix of M - 15 grade cement concrete (using jhama brick aggt.) as per drawing and MoRD technical specification clause 1301 ( rate includes preparation of bed , nominal surface re - inforcement and filling of granular materials in recesses between blocks. ) |
| 8 | Surface Drain: Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary soil to specify lines , grades, levels and dimensions. Excavated materials to be used in embankment with a lead upto 3 m and lead upto 3m (average lead 25 m) as per MoRD technical specification 307.(i) Surface Drain in Ordinary Soil.(A) BY Manual Means |
| 9 | Maintenance of DrainsThe maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per MoRD Technical specificationclause 1907 |
| 10 | Restoration of Rain cutsRestoraion of rain cuts with soil, moorum graval or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exeeding 250mm and compacting with plate compactor or power rammer to restore the original alignment ,level and slopes as per drawing and MoRD technical specification Clause 1902.A. Manual Means |
| 11 | 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. |
| 12 | Retro-reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approveddrawings and MoRD Technical Specification Clause 1701.ii)with 600 mm equilateral triangle aluminium sheeting |
| 13 | Retro-reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approveddrawings and MoRD Technical Specification Clause 1701.iii)with 600 mmcircular aluminium sheeting |
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