Construction of Link road from Majra to Mohtli Kharad km 0/00 to 0/750

Amount

Earth work in excavation in foundation for all types of road structure such as retaining walls, breast walls, culverts, drains and parapets and other similar structures in all kinds of classification of soil including saturated comprising of ordinary soil, ordinary rock, hard rock, chiselling/wedging out rocks( where blasting in prohibited ) complete in accordance with the line and dimensions shown in the drawing including setting out construction of shoring , bracing removal of stumps and other deleterious materials and disposal of excavated 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 layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shoring, 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 complete as per drawing and MORD technical specification section 300 and 1600 as per the direction and the entire satisfaction 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 Governement.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40 mm (forty millimetre) nominal size) on ground or under water in Retaining wall/breast wall 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 concrete for all heights/ depths and any quantum of water including cost of form work and curing complete for 14 ( Fourteen) days and as per drawings and M.O.R.D. technical specification section 800,900,1200 and 1600 as per the entire satisfation and 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 any other taxes imposed by the Government.

Back filling with granular material behind abutment Retaining wall/breast wall, wing wall and the like complete as per drawings and M.O.R.D. technical specification section 1204.3.8 Granular Material and as directed by the 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 any other taxes imposed by the Government.

Providing weap holes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 complete as per the entire satisfaction and direction of Engineer-in-charge including carriage of material within all leads and lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) in open foundation nominal mix 1:3:6 (one cement isto three sand isto Six graded crushed stone aggregate) 20mm (twenty millimetres) nominal size for all types of structure and the like etcetera complete on ground or underwater including pumping or bailing out water , dewatering (surface/ Sub-soil water) including removal of the slush which may arise at time of laying concrete for all heights/depths and any quantum of water in drain including cost of form work and curing complete for 14 (fourteen) days and as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the entire satisfation and 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 any other taxes imposed by the Government.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 Complete as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rates is including Royality, Malkhana, Octroi, toll tax, sale tax or any other taxes imposed by the Government.

Providing, laying, spreading by mechanically means and compacting to 75mm (seventy five millimetre) compacted thickness, crushed stone aggregates of Grading-II, 63mm- 45mm (sixty three millimetre to forty five millimetre) nominal size to water bound Macadam specification including spreading in uniform thickness using templates hand packing, rolling with three wheeled 80-100 (eighty to hundred) K.N. static in stages to proper grade and camber, including applying and brooming stone screening Type-B of size 11.2mm (eleven point two millimetre) nominal size at the rate of 0.20 (zero point two zero) cubic metre per 10 sqm (ten square metre) and binding material at the rate of 0.06 (zero point zero six cubic metre) per ten square metre to fill up the interstics of course aggregate, watering and compacting to the required density as per M.O.R.D. technical specification section 400 and as per the direction and entire satisfation 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 any other taxes imposed by the Government.

Providing, laying, spreading by mechanically means and compacting 75mm (seventy five millimetre) compacted thickness stone aggregates of Grading-III, 53mm- 22.4mm (fifty three millimetre to twenty two point four millimetre) size to water bound Macadam specification including spreading in uniform thickness, using template, hand packing, motor grader, rolling with three wheeled 80-100 (eighty to hundred) K.N. static in stages to proper grade and camber including applying and brooming stone screening Type-B of size 11.2mm (eleven point two millimetre) nominal size at the rate of 0.18 cum (zero point one eight cubic metre) per 10 sqm (ten square metre) to fill up the interstices of course aggregate, watering and compacting to the required density as per MORD technical specification section 400 and as per the entire satisfation and direction 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 any other taxes imposed by the Government.

Providing and applying tack coat with BITUMEN emulsion (RS-1) using emulsion pressure distributor at rate of 0.20 to 0.25kg. (Zero point two zero kilograme to Zero point Two five kilograme) per square meter on the prepared bituminous surface and cleaned with hydraulic brooms as per MORD technical specifications clause No.503 including hauling of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Providing and applying primer coat with BITUMEN emulsion (SS-1) on preapred surface of granular base including cleaning of road surface and applying primer at the rate of 0.70 to 1.00 kg. (Zero point Seven zero kilograme to One kilograme) per square meter using mechnical means as per technical specifications clause No.503 including hauling of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Providing and laying bituminous concrete with Min 40-60 TPH hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminious binder @ 5.4 to 5.6 Per cent of mix and filler , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment , rolling with smooth wheeled, vibratory and tandem roller to achieve the desire compaction as per MORTH technical specifications clause 509 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental. The rates also includes octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

akshay sharma government contractor

Rakesh Kumar

Sandan Sharma Govt. Contractor