Annual Maintenance Plan For Haler Chambi Road Drrp No. Hp0407vr012957201 Km 0 / 0 To 1 / 0, Jhunga Devi To Kaluhi Road Drrp No.Hp0407vr0142572 Km 0 / 0 To 1 / 0 And Nihara To Junga Devi Drrp Nohp0407vr011812304 Km 13 / 0 To 14 / 0, Providing And Laying
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Project Description
Annual Maintenance Plan For Haler Chambi Road Drrp No. Hp0407vr012957201 Km 0 / 0 To 1 / 0, Jhunga Devi To Kaluhi Road Drrp No.Hp0407vr0142572 Km 0 / 0 To 1 / 0 And Nihara To Junga Devi Drrp Nohp0407vr011812304 Km 13 / 0 To 14 / 0, Providing And Laying Tack Coat And Bituminous Concrete Including Profile Correction ) ( Year 2022-23 Rural Roads )
BOQ
| Sl. No. | Item Description |
| 1 | Providing laying spreading and compacting by manual means 75 mm (seventy five millimetre) compacted thickness broken /crushed of stone aggregateof size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II towater bound Macadam specification including spreading in uniform thickness using template,hand packing, rolling with three wheel 80-100 (eighty to hundred ) K.N. static roller in stages to proper grade andcamber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal two millimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06(zero decimal zero six) cubic metre per ten square metreto fill up the interstices ofcoarseaggregate, watering andcompacting to the requireddensity as per drawing and M.O.R.D. technical specifications section405 and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax or any other taxes imposed by the government. |
| 2 | Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @0.85 Kg. per Sqm.( zero point eight five kilogram) persquare metre using mechanical means as perM.O.R.D. technical specifications clause502and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, Sale Tax or any other taxes imposed by the government. |
| 3 | Providing and applying tack coat with Bitumen emulsion(RS-I) using emulsion pressure distributor at the rate of 0.275kg. (zero point two seven five kilogram per Square metre on the prepared Bitumen surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause503 and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads , lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, or any other taxes imposed by the government. |
| 4 | Providing and laying 30mm thick (Thirty millimetre)bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.50%(five point fifty) per cent by weight of total of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects or as per the direction by the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including of octroi, royality, GST, Malkana, toll tax, Sale tax or any other taxes imposed by the Government. |
| 5 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design and laid over a prepared sub base with 43(forty three) grade cement or any type as perM-30 (M- thirty) grade, design mix cement concrete, coarse and fine aggregates conforming to IS:383(three hundred eighty three), maximum size of coarse aggregate not exceeding 25mm(twenty five millimetre ) mixed in a concrete mixer of not less than 0.2 (zero point two) cubic meter capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work ( steel channel), laying and fixing of 125(one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous opreation including provision of contraction and expansion, construction joints, as approved, curing of concrete slabs using curing compound (where specified) and water, finishing to line andgrade as per M.O.R.D. technical specification clause1501as per directions ofEngineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation with in all leads, lifts and other incidental .The rate is including octroi, royality, Malkana, toll tax, sale tax, GST or any other taxesimposed by the Government |
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