BHADOHI GYANPUR ROAD SE JORAI DIBYA HOTAL KE BAGAL SE MAURYA BHAWAN KI OR CC EWM NALI NIRMAN KARY

Construction embankment with approved meterial obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirerment of Tables 300.1 and 300.2 with a lead upt 1000 m as per Tachnical Specification Clause 301.5 patri

Construction of Graunlar sub base by providing well graded material speading in uniform layers with mother grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieved the desired densify complete a per Clause 401

Provding laying spreading and compacting stone aggregates of specifile sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel/ vibartory roller 8-10 tones in stages to proper grade and comber applying and brooming requisite fype of screening/binding Meterails to fill-up the intersites of coarse aggregate. watering and compacting to the requrited density G-3 as per Technical Specification Clause 405

Construction of unreinforced, plain cement concreet pavment thickness 15cm overa prepared sub base, with43 grade cemment or any other typeas per M30 coarse and fine agregales conforming to IS . 383 maximum size of coarse aggregate not exceeding 25 mm. mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mixed design laid in approved fixed side formwork (steel) channel laying and fixing of 125 mmicron thick polythene film, wedges, steel platesincluding levelling the formwork as per drawing) spreading the concrete with shoveis raes, compacted using needle screed and plate vibrators and finished in continuous operation including construction joint, curing of concrete slab for 14 days using curing comppound (where specified) and water finishing lines and grade as par drawing and Techinical Specification Clause 1501

Construction embankment with approved meterial obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirerment of Tables 300.1 and 300.2 with a lead upt 1000 m as per Tachnical Specification Clause 301.5 patri

Earth work in excavation for structure as per drawing and technical specification clause 305. 1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matterial and disposal upto a lead of 50m, dressing of sides

Earth work in embankment in ordinary soil in filling S.I. No. 253

Construction of Graunlar sub base by providing well graded material speading in uniform layers with mother grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieved the desired densify complete a per Clause 401

PCC 1.3.6. in Foundation Plain cement concrete 1:3.6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

RCC grade M-25 Providing concrete for reinforcement concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203

Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

Plastering with cement mortar (1.4) 12 mm thick on brick work in sub structure as per drawing and tecthnical specification clause 613.4. and 1204

Supply of 350 mm dia NP3 HP at site

Supply and fixing of sign board etc. complete