Datal road per Shiv Mandir ke nikat pramod ke plot se pushpendra ke makan tak interlocking tile or nali Nirman karya

Earthwork in Felling in ordnary soil (loam clay or sand) including lift upto 1.5 m and lead upto 3Km and including filling watering and ramming of excavated earth in to the tranches or in to the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surpluse earth as directed by the enjineer-in-charge upto distance of 30m from the foundation trenches (I.S. 253 & 231a)

(A)By Mix in Place Method 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.

M -150 Brick work in 1:4 (one cement and four course sand) mortar in Foundation and plinth including supply of all materials, labour, Tools & plants etc, required for proper completion workas per SI no. 305A

12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less then 1cm including supply of all materials, labour, Tools & plants etc, required for proper completion workas . As per SI No. 584 (A)

Cement Concrete with 2 cm gauge approved stone grit, C/Sand & Cement in the Proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc, required for proper completion workas as per SI No. 279 (a)

(A)By Mix in Place Method 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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density Grading III as per Techincal Specification Clause 405. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge.

Supply of 80mm thick precast cement concerete I-Shape Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. Cement smooth high gloss finish skid resistant manufactured from rubber moulds through vibro cmpression mechanism. Grey Colour 40 Mpa, weight 4.5 Kg per number as per S.I.No. new item 14.

Supply of 80mm thick precast cement concerete I-Shape Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. Cement smooth high gloss finish skid resistant manufactured from rubber moulds through vibro cmpression mechanism. Grey Colour 40 Mpa, weight 4.5 Kg per number as per S.I.No. new item 14.

Pro/fixing of M.S. sign board (weight 50.51kg.) made up of 40x40x6 mm3 angle iron (vertical post of length 2.75 m) 40x5 sq mm flat cross angle, 1mm thick M.S. sheet (1.2x0.90 sqm) including excavation of pit (0.45x0.45x0.45 m3), 10cm thick cement concrete 10:5:1 with brick ballast, fine sand cement,cast cement conrete 1:2:4 with cement c/sand & 20mm stone gritt (0.35x0.35x0.35 m3) both sid, two coat painting, letter writting upto 2.5 cm size(225Nos) etc complete as per standard drwaing & direction of E/I @ Rs 4800/- each