nagar palika parishad pihani mein mohalla muridakhani me haider ke makaan se sheetla mata mandir tak sisi road va naali nirman karya.

Earthwork in filling in cartage upto 3 km Distance i/c all comp

Providing and Laying cement concrete 1:6:12(1cement, 6 fine sand, 12 graded aggregate 40mm. Nominal size) including supply of all materiales, labour and T&P etc. required for proper comoletion of the work and curing complete also including cost of from work in foundation & floors as si no.-273

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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

First class brick work in 1:4 cement and sime sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.as si no.-305(a)

12mm thick plaster with cement mortar in proportion of 1:4 cement & fine sand of 1.25 F.M.as si no-584

Construcalion of un-reinforceed, dowel jointed at expanssion and construction joint only, plain cement concrete payment, thickness as desing over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) ccarse and fine aggregates conforming to IS: 383. Maximum size of coarse aggregate riot 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 side lorwork (steel plates including leveling the formwork as per drawing)spreading the concrete with shovels rakes compacted using needle screed and plale vibrators and finished in continuous operation Including provision of contraction and expansion. constrution joint, applying deboning strips, primer, sealamt dwell bars. near approaches to bridge/culvert and construction joint, admixturas as approved, curing of concrete stabs for 14-days, using curing compound (Where specified) and water finishing 10 lines and grade as per drawing and tecnical aspcification clause 1501

Laying of 80 mm thick pre moulded inter locking paver tiles over 20 cm compected GSB including 4 cm thick coarse sand bed over prepared surface including all labour T&P etc. required for proper completion of work.

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks.as si no.-504

Supply and fixing of shilapath/signboard i/c all comp.