Ward no. 06 mauhalla mandir vaala Rajapal bajjar ke makaan se gorakhee ke makaan hote hue bhopal prajapati tak evan Raju se Satprakash aur nepal vali gali sattoo ke makaan se vinod aadi sahaayak gali mai R.C.C nali and sadak nirman karya.

Dismantling ofold Interlocking/ old brick laid on flat kharanja including stacking of old brick .

Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet)

Cartageofballast,KankarCoal,gritor sand including loading & unloading but excluding stackings on pakka roads 2 Km.For Brick 1000 Nos. Trasfar To M.R.F Center

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 3031 (With Ordinery Earth in Patri work) 12 KM.

Providing concrete for plain/reinforced concrete Grade M-10 (1:3:6) in open foundation complete as per drawings and technical specifications clause 802,803,1202& 1203

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge.

Plain/reinforcedcementconcrete(Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Construction of granular sub-base by providing well 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 clause 401

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed sideformwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling theformwork as per drawing), spreading the concrete with shovels, rakes, compa cted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.

Supply and fixing of granite stone board for inauguration