Re-Construction of Patarkuchi Kainadhara Road at Patarkuchi (Ch.640.00 m to Ch.1540.00 m) under SOPD(G) for 2019-20

Amount

Clearing and Grubbing Road Land.(Clearing and grubbing road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of serviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm thickness.(I) By Manual Means. A. In areas of light jungle.

Embankment Construction with Material Obtained from Borrowpits (Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301.5 (i) From private land

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (i) From private land

Granular Sub-Base with Coarse Graded Material (Table:- 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 For Grading II Material

WBM Gr-3 Providing,Laying,spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including in uniform thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber. Applying and brooming stone screening / binding materials to fill-up interstices of course aggregate.watering and compacting to the required density. Grading 3 as per technical specification clouse 405. (A) By manual means...

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage (a) Including Edge block/ Edge restraints

Guard Wall,RCC Cross Culvert, Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil. Up to 3m depth.

Loading & Unloading of Unservicable Soil

Construction of dry rubble flooring at cross drainage works for relatively less important works

Stone Masonary works in cement mortar 1:3 for sub-struction

Plastering with cement mortar for (1:4), 15 mm thick on brickwork in substructure as per technical specifications clause 613.4 & 1204.

Plain Cement concrete 1:3:6nominal mix in foundation with cruched stone aggreegate

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ii) PCC M20

Providing concrete for plain/reinforced concrete in Sub-Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC grade M 20

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing of weepwhole in brick masonary/plain/RCCworks/abutementwall/wingwall/returnwall

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

4 Star Group

M/S PATKAI CONSTRUCTIONS PRIVATE LIMITED

MREEGEN SAHARIAH