S/R of Salarkar to Rand road

Excavation in foundation, trenches etcetra in earth work in all kind of classification of soil such as pick work, jumper work, pick jumper work, blasting work, soft and hard blasting and doing work in saturated soil, including chiselling or wedging out rocks where blasting work is prohibited or any other mixed variety of soil including shoring, strutting, de-watering and pumping or bailing out water (surface and sub soil water) upto any depths any quantum of water including slush which may arise during de-watering or removal of slush, lift upto any height stacking the excavated soil not more than 3 metres (Three metres) clear from the edge of excavation and then returning the stacked soil in 15cm (Fifteen centimetre) layers, when required into plinths, sides of foundation etcetra consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as per specification, approved drawing design as per the entire satisfaction and direction of the Engineer-in-Charge including carriage of material within leads, lifts and other inciddentals. The rate is inclusive of octroi, royality, malkhana, toll tax, GST or any other taxes imposed by the Government.

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5 mtr.transporting to site. Sprweading grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead up to 1000 mtr as per technical specification clause 301.5 and as per direction of the Engineer-in Charges. including carriage of materials within all leads,lifts and other incidental. The rate including octroi,royality,Malkhana, toll tax, GST or other taxes imposed by the Government.

Providing & layingmechanically mixed and vibrated for plain cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-10 (M-Ten) nominal mix.1:3:6(one cement:3sand:6graded crushed stone aggregate 20mm(Twenty milimetre)nominal size in or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arrise at the time of laying under water complete for all heights/depths including the cost of form work as per drawings and MORD technical specifications section 800, 900, and 1200 as per the direction of the Engineer -in-Charge including carriage of material with in all leads,lifts and other incidental.The rate including of octroi,royality,Malkhana, toll tax, GST or other taxes imposed by the government.

Providing of granular sub base grading -I BY Providing well graded material,53 mm to 9.5 mm(fifty three milimetres to nine point five milimetre @ 50 (fifty) as percent,9.5 mm to 2.36 mm(nine milimetre to two point three six milimetre)@ 20 (twenty) percent and 2.36 mm (two point three six milimrete)below @ 30(thirty)percent mixing in a mechanical mix plant at optimum moisture content, carriage of mixed material to work site up to lead of required distance spreading in uniform layers with motor grader on prepared surface and compacting with smooth three wheel 80-100 kn (eighty to hundred)static roller to achieve the desired density, complete as per MORD technical specification clause 401 by mechanical means and as per the direction of Engineer- in -Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing ,and laying spreading and compacting stone aggregate of specified size to water bound macadam specifications in including spreading in uniform thickness,hand packing,rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber,applying and brooming requsite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.63mm to 45 mm size stone aggregate,Grading-II as per technical specifications clouse 405.By Mechanically Means. as per the direction of the Engineer -in-Charge including carriage of material with in all leads,lifts and other incidental.The rate including of octroi,royality,Malkhana, toll tax, GST or other taxes imposed by the government.

Construction of un-reinforced dowell jointed at expension and construction joints only plain concrete pavement, thickness as per design on a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 grade ,coarse and fine aggregate confriming to IS 383,maximum size of coarese aggregate not exceeding 25 mm mixed in a concrete mixer or not less than 0.2 cum capacity and appropriate weight batcher using approved mix design. as per drawing and MORD technical specification .as per the direction of the Engineer-in-Charge and carriage of material within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.