Ward No. 06/02 Mohalla Nehru Ganj Mein Soham Tau Ashram se D.P.B.S Degree College Tak Cement Concrete Road and Interlock Dwara Side Patri Ka Nirmanh Work

Dismantling of Flexible pavement and disposal of dismantled materials up to a lead of 100 m stacking serviceable and unservicable materials separately as per Technical Spesification clause 202 (a) Bituminous Courses

Dismantling of brick laid on flat (Kharanja) including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre

E/W in filling with 8th km cartage including of Royallity all work complete.

Provinding,laying,Spreading and Compacting Stone aggregates of 22.4 4-53 mm size of water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber,applying and brooming crushable screening to fill-up the interstices of coarse aggereate watering and compacting to the requried density grading including of all work complete.

M-150 Brick work in one part cement and four coarse Sand foundation including supply of all material, labour, tools & plant etc. S.I. No. 305(a)

12 MM thick cement plaster with cement & coarse sand in 1 : 4 over brick work minimum thickness not to be less than 1cm including supply of all material labour, tools & plant etc. S.I. No-584 (New Item)

Cement Concete with 20MM Guage stone grit coarse sand and cement in protorition 4:2:1 I/C S/O all Materials Labour and T & P etc. as per SI No. 279(a).

Construction of un-reinforced, plain cement concreate 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 confirming to IS:383, Maximum size of coarse aggregate not exceeding 25mm mixed in a concreate mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle. screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, contruction joints as per norms, applying debonding strips primer sealant, dowel bars, near approaches to bridge/ culvert and contruction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.

Disosal of malwa loding & un loading all work complet

Supply of 80mm thick Percast cement concerete I-Shape' interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement, smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism. The compressive strenght of concerete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No. confirming to IS:15658-2006 mark including cost of material, labour. T&P etc required for proper completion of the work as directed by Engineer in charge, But excluding Grey Colour