Vikas Khand Sadar ke Gram Baratha me Biyar basti se Madhupur Kali Mata Mandir tak CC road ka nirman karya.

Dismantling of BOE SolingAs per SI No.2.6d

Excavation in foundation in Ordinary Soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P such as Pick axe,Subbles etc. As per S.I. No. 251.

Cement concrete with 4cm gauge brick ballast, fine sand and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273

RCC Hume Pipes NP-3 inculidng collars/ spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement: 2 find sand) inclucling testing of joints 350 mm dia

Providing and laying non-pressure 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, 350 mm dia.

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

BOE soling with SOB brick as dismantled quantity asper item no 1. (Only labour charges) as per SI No 762b

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 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III)

Construction of un-reinforce,and expansion joint construction joints only pcc pavement thickness as per design over aprepsred sub base with 43 grade cement or any other type as clause 1501.2.2 m-30 grade coarse and fine aggregate confirming to IS383 maximum size of corseaggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix disign laid in approved fixed side form work and fixing of 125 micron polythene film including the levelling formwork as per drawing spreading the concete with showel,rackes,compacting using needle ,screed and plate vibrators and finishing in continuous operation including provision of contraction and expansion joints applying primer and curing compound and water finishing to lines and grade as per drawing andtechnical specification clause 1501