R/o damages due to laying of OFC on Chamba Tissa road KM 32/250 to 56/500 SH P/L cement concrete pavement at RD 50/670 to 51/250 and PCC drain 100M

Amount

Loosening of the ground upto a leavel of 300mm (three hundred millimetre) below the subgrade level watered graded and comacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per Technical specification clause 303. as per or as directed by the Engineer-in-Charge ,including carriage of material within all leads, lifts and other incidental. The rate including octroi, royality ,Malkana, toll tax, sales tax, GST or any other taxes imposed by the Government.

Construction of Granular sub base/ by providing well graded materials and apreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compacting with three wheel 80-100 (eighty -one hundred) kN static roller to achieve the desired density, as per MORD Technical Specifications clause 401 for grading-I material and as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality ,Malkana, toll tax, sales tax or any other taxes imposed by the Government.

Providing, laying, spreading and compacting to 75mm (seventy five millimeter) compacted thickness, graded, broken /crushed stone aggregate, for Grading-III, 52 mm to 22.4 mm (sixty three millimetre to forty five millimetre) nominal size to water bound Macadam, specification including spreading in uniform thickness using template, hand packing rolling with three wheel 80-100 (Eighty to Hundred) KN static roller in stages to proper grade and camber including applying and brooming stone screening ,type-B, 11.2 mm (eleven point two millimeter) at the rate of 0.18 (Zero point one eight) cubic meter per 10 square meter (ten square metre) of road surface to fill up the interstices of coarse aggregate, watering and compacting to required density Grading-II as per MORD technical specifications clause- 405 and as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate including the octroi, royality, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Govt.

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 (forty three) grade cement or any other type M30 (M-Thirty Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetre), mixed in a concrete mixer of not less than 0.2 (zero point two) cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (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 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 1 4days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501 as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes the octroi, royality, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Government.

Earth work in excavation for all type of road structure in all type of classification of soil, comprising of ordinary soil, ordinary rock , hard rock chiselling / wedging out rocks ( where blasting is prohibited) as per drawings and MORD technical specification section 300,1600 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 all leads and 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 millimetres) 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 as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.The rate including the octroi, royality, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Govt.

Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1:3:6 (one cement isto three sand isto six graded/ crushed stone aggregate 20mm (twenty millimetre) nominal size grade M-10 (M- ten) in foundation including cost of curing and form work ,pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water complete in all heights/depths as per drawing and MORTH technical specifications section 2100 and as per the directions of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate including the octroi, royality, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Govt.

AASTHA CONSTRUCTION COMPANY

Robin Mahajan