C/o link road Speru to Goarth Km 0/00 to 2/00 (SW- G-II, G-III, U-Shape drain, CC Pavement and Tarring work Km 1/740 to 2/000, 0/600 to 1/093) (PDNA)

Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed stone aggregate of size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred ) K.N. static roller in stages to proper grade and camber 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 metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per drawing and M.O.R.D. technical specifications section 400 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III 75mm (seventy five millimetre) thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.18 cyn (zero point eighteen cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 including carriage of materials within all leads , lifts and other incidentals or as per the directiones of Engineer-In-Charge. The rate includes octroi,royality,Malkana,Tol tax, GST or any other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion pressure distributor at the rate of 0.275 kg. (zero point two seven five kilogram per Square metre on the prepared granular surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause 503 and as per the directions of Engineer-in-Charge including carriage of material within 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 other taxes imposed by the government.

Providing and laying 25 mm thick 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% per cent 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 .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering or as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.

Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations for all types of structure complete of plain cement concrete grade M-10 (M Ten) nominal mix 1:3:6 (one cement :Three sand :Six graded crushed /broken stone aggregate 40 mm (Forty Milimeters) nominal and below size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arrisen at the time of laying under water complete for all heights/depths including the cost of form work, as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, tolltax, or other taxes imposed by the government.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 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 operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.