C/O Dalu Chatter road Km 0/0 to 1/00 (Toward college side)

Amount

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 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.

Providing laying spreading and compacting by manual means of 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 hundred ) K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven decimal point 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 densityas per M.O.R.D. technical specifications clause 405 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, or other taxes imposed by the government.

Construction of un-reinforced, 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 per clause 1501 M-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 expansion, construction joints, and admixtures as approved, curing of concrete slabs for 14 days (Fourteen) using curing compound (where specified) and water, finishing to line and grade as per drawing and M.O.R.D. technical specification section 1500 as per directions of Engineer - 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 GST or other taxes imposed by the Government.

arun kumar

AJAY KUMAR

parveen kumar

chander pal rihal