| 1 | Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/wedging out rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, width cutting and trimming of side slopes to level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same with in all leads, lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. The land for dumping sites shall be arranged by the Contractor himself and nothing extra shall be paid on this account. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. The removal of slips during the construction period shall be responsibility of the contractor.( Recovery of stone to the tune of 216.40 cum ( Rupees two hundred sixteen decimal four zero per cubic metre ) quantity at the rate of 300 ( Three hundred )/- per cubic metre be effected from the contrctor's running bills on prorata basis as per actual quantity executed) The rate is including octroi, royality, Malkana, toll tax GST or any other taxes imposed by the Government. The rates for excavation item worked out after deduction of recovery of useful stone as per DPR. | 2060.850 | Cum |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement including setting out, true to the lines, grades, width and side slopes in accordance with drawing including spreading the embankment material with motor grader in successive layers of 200mm (two hundred millimetre) uniforms thickness and compacting with vibratory roller 8-10 ( eight to ten) tonne static weight to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification section 300 & 1600 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | 114.850 | Cum |
| 3 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra 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 M.O.R.D. technical specification section 300 and 1600 and as per direction 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 lift including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | 1466.490 | Cum |
| 4 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) nominal mix 1:3:6 (One cement isto three sand isto six graded crushed stone aggregate 20mm (Twenty millimeter) nominal size), in or under water in open foundation for all type of structures and in drains, pipe culverts and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water)including removal of slush which may arise at time of laying under water for all heights/depths and any quantum of water, including cost of form work and curing complete for 14 (fourteen) days and as per drawing and MORD Technical specification section 800, 900 & 1200 and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | 705.600 | Cum |
| 5 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-15 (M-Fifteen) design mix with cement contents not less than @ 275 kg (two hundered seventy five cubic metre) with 40mm ( forty millimeter nominal size) in sub structure in or under water, including pumping or bailing out water/ dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying under water, for all heights/depths and any quantum of water, in Abutments and toe walls, head walls and parapets etcetera including cost of form work and curing complete as per MORD technical specification section 800,900 & 1200 as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | 155.690 | Cum |
