C/o Link Road Bharuplahar to Patial Basti km 0/000 to 0/700

Excavation in hilly areas in all heights and depths and in all kinds of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including rock excavation by blasting (where blasting is permitted) and disposal of excavated earth/soil within all leads and lifts as per technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all kinds of soils including hard rock or manual transport or mechanical means for a lead of 50 metres (fifty metres) including all lifts and other incidental charges to complete the work by mechanical means and labour if required. All useful material such as stones, shingle, aggregate and slates etc. obtained/available from excavation at site shall be used in construction of retaining walls, breast walls, toe walls, head walls, foundation, mechanical means and labour if required. All useful material such as stones, shingle, aggregate and slates etc. obtained/available from excavation at site shall be used in construction of retaining walls, breast walls, toe walls, head walls, foundation, mechanical means and labour if required. All useful material such as stones, shingle, aggregate and slates etc. obtained/available from excavation at site shall be used in construction of retaining walls, breast walls, toe walls, head walls, foundation, mechanical means and labour if required. All useful material such as stones, shingle, aggregate and slates etc. obtained/available from excavation at site shall be used in construction of retaining walls, breast walls, toe walls, head walls, foundation, mechanical means and labour if required. Any loss to the public property, personal property and contractor's running bills on pro-rata basis as per actual quantity executed. Any loss to the public property, personal property and contractor's running bills on pro-rata basis as per actual quantity executed. Any loss to the public property, personal property by him in all cases including carriage of materials within all leads and lifts and other incidentals. The rate is including petrol, royalty, Malkana toll tax, GST and any 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 as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royalty, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain / reinforced concrete all types of structure of plain cement concrete grade M-20 (twenty) with minimum nominal mix 1:2:4 (one cement is to two sand is to four graded crushed stone aggregate 20mm (twenty millimetre) nominal size in or under water including curing complete for 14 (fourteen) days pumping or bailing out water dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,804,806,807,1202 and 1204 as per the directions of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental. The rate including the octroi, royalty, Malkana, toll tax, or any other taxes imposed by the Government.

Providing and Laying mechanically mixed and vibrated plain cement concrete as per drawings and MORD technical specifications section 800, 900, 1200 and 1600 nominal mix 1:4:8 (One cement isto Four sand isto Eight graded/crushed stone aggregate) 40mm (Forty millimetres) nominal size for all type of structure like retaining wall / Breast wall etcetra including cost of form work and curing complete as per the direction of Engineer-in-charge including carriage of material, within all leads, lifts of materials and other incidentals. The rate is including octroi, royalty, Malkana, toll tax, GST and any other taxes imposed by the Government.

Providing and Laying mechanically mixed and vibrated plain cement concrete as per drawings and MORD technical specifications section 800, 900, 1200 and 1600 nominal mix 1:5:10 (One cement isto five sand isto ten graded/crushed stone aggregate) 40mm (Forty millimetres) nominal size for all type of structure like retaining wall / Breast wall etcetra including cost of form work and curing complete as per the direction of Engineer-in-charge including carriage of material, within all leads, lifts of materials and other incidentals. The rate is including octroi, royalty, Malkana, toll tax, GST and any 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 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 to the entire satisfaction of the Engineer-in-Charge. The rate is including octroi, royalty, GST, toll tax 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.

Providing and laying 100mm (one Hundred millimeter) dia P.V.C pipe weep holes in brick masonry/stone masonry, plain / reinforced concrete, Abutments, Wing walls, Return walls and retaining/breast walls extended through the full width of the structure with slope 1(V):20(H)(One vertical : Twenty Horizontal) towards draining face complete as per drawing and MORD technical specification section 700 and 1200 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royalty, Malkana, toll tax, GST and any other taxes imposed by the Government.