Balance work of Repair and Maintenance of road from Sunhara to Tadoli km. 0/0 to 1/0 SH Construction of PCC Retaining wall at RD 0/450 to 0/465 0/705 to 0/715 and 0/840 to 0/855 and cement concrete pavement at RD 0/780 to 0/889 Under Chief Ministe

Amount

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains 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, shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty millimeter) compacted thickness of each layers 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 arrise out during dewatering as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, Sale tax, GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:5:10 (One cement isto five sand isto ten graded crushed/broken stone aggregate 40mm (Forty millimeter) nominal size in or under water including 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 in Retaining walls and breast wall and in parapets and the like etcetera including the cost of form work as per drawing and M.O.R.D technical specification section 800 ,900 and 1200 as per the entire satisfaction and direction of Engineer-in-charge including carriage of material within all leads and lifts and other incidential. The rate is including of octroi, royality, Malkana, toll tax, GST sale tax or any other taxes imposed by the Government.

Providing and laying 100mm dia ( One Hundred millimeter) diameter P.V.C. pipe weep holes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall and retaining/breast walls through the full width of the structures with slope of 1(V): 20(H)(one vertical: twenty horizontal) towards draining face complete as per drawing and M.O.R.D. technical specifications section 700 and 1200 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidential . The rate is including octroi, royality, Malkana, toll tax, Sale tax, GST or any other taxes imposed by the Government.

Back filling with granular material behind abutments, wing wall and return wall complete as per drawing and M.O.R.D. technical specifications section 1200 and 1600 as per direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidential . The rate is including octroi, royality, Malkana, toll tax, Sale tax, GST or other taxes imposed by the Government.

Construction of embankment with approved materials obtained from borrow pits, with in all lifts and leads transporting to site, spreading, grading to required slope and compacted to meet requirement of tables 300.1 and 300.2 as per MORD technical specification clause 301.5 including hauling of materials in all leads, lifts and other incidental or as per the entire satisfaction and directions of Engineer-in-Charge. The rate is including octroi, royality, Malkana, Toll Tax, Sale tax, GST, or any other taxes imposed by the Government.

Providing and laying 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 for Using naturally occuring gravel as per the entire satisfaction and direction of Engineer-in-charge. The rate including octori, royality, malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete grade M-20 (M- twenty) nominal mix 1:2:4 (One cement isto two sand isto four graded crushed/broken stone aggregate 20mm (twenty millimeter) 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 arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification Clause 802,803,1202 and 1203 as per the direction of the Engineer-in-Charge . Including carriage of material within all leads and lifts and other incidental . The rate is including of octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Vinay Sharma

UPINDER KUMAR FATEHPUR

NIRMAL SINGH