Construction of Uhal to Tiyan via Ladiyar road

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m(fifty metre) dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil upto 3m(three metre) depth as directed by Engineer-in-charge all kinds of soil including entire carriage of material within all leads, lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm(fifty three millimetre) to 0.075 mm(zero point zero seven five millimetre) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8(eight) to 10(ten) tonne capacity to achievethe desireddensity, complete as per technical specification clause 302.3 direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:4:8 (one Cement : four coarse sand) : eight graded stone aggregate 40 mm(forty millimetre) nominal size)as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (one Cement : one point five coarse sand : three graded stone aggregate 20 mm(twenty millimetre) nominal size as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and applying primer coat with bitumen emulsion(SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.0 kilogram (zero point seven zero to one point zero kilogram per square metre) using mechanical means as per technical specification clause-502 and as directed by Engineer-in-charge all kinds of soil including entire carriage of material within all leads, lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and applying tack coat with bitumen emulsion using emulsion (RS-I) distributor at the rate of 0.25 to 0.30 Kg (zero point two five to zero point three zero kilograme) per Square metre on the prepared granular surfaces treated primer and cleaned with hydraulic Broom as per technical specification clause 503 as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

2 cm(two centimetre) premix carpet surfacing with 1.8 cum(one point eight cubic metre) and 0.90 cum(zero point nine zero cubic metre) of stone chippings of 13.2 mm(thirteen point two millimetre) size and 11.2 mm(eleven point two millimetre) size respectively per 100 sqm(one hundred square metre) and 52 kg(fifty two kilogram) and 56 kg(fifty six kilogram) of hot bitumen per cum of stone chippings of 13.2 mm(thriteen point two millimetre) and 11.2 mm(eleven millimetre) size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6(six) to 9(nine) tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg(seventy grams per killogram) of asphalt as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm(two point three six millimetre) and retained on 180(one hundred eighty) micron sieve) with bitumen using 128 kg(one hundred twenty eight kilogram) of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum(zero point six zero cubic metre) of fine aggregate per 100 sqm(one hundred square metre) of road surface, including rolling and finishing with road roller all complete as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.