Vikash khand Sakaldiha ke Gram Panchayat Kori mein Ram Niwas (Pappu) ke zameen se Shambhu Yadav ke makan tak sivar w interlocking ka nirman kary.

Dismentling of cement concrete pavment by mechenical meam using pneumatic tools breaking topieces not exceeding 0.02 cum in volume and stock pilling. as per MORD Specification No.2.15

Dismentling of existing structure likeculverts retaining wall and other structure comprising brick work masonry including all .As per S.I.No. 2.6

Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P As per S.I. No. 251.

Concreate with 40mm.gauge brick ballast/Stone ballast,fine sand and cement in proportion 12:6:1 in foundations and under floors, including supply of allmaterials,labour and T&P etc.required for proper completion of the work.As per SI.No.273.

RCC hume pipes NP-3 including collars/spigot & socketed type joint confirming to BIS specification as per IS 458: 2003

Laying NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6.4 only labour

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

12 mm thick plaster with cement mortar consisting of one part of cement and four part of sand of 1.25 F.M. Minimum thickness not less than 10 mm including supply of all materials, labour T&P etc.required for proper completion of work.As per SI No-584.

R.C.C. in 1:2:4 cement C.sand & 20mm dalla stone grite with proper completion of work in cover as per SI No -283

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6

Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 3 km cartage extra. As per SI.No. 253

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 perTechincal Specification clause 401

Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504.

P.C.C consisting of 1:2:4 cement,coarse sand and approved 20mm gauge stone grite including supply of all materials, laboursand T&P etc all required for proper completion of the work SI- 279b.

Supply and fixing of Granite stone Sign board including all

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