Construction of culvert and ramp near Badshah showroom and Mateshwari pesticide in Ward No. 06, Mohkampur

Dismentling reinforce cemment

PS gaunny bags

Diverstion of water with manual

Excavation in foundation

Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work SI no.273.

M-150 brick work in 1:4 one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work.

12 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc.

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

RCC 1:1.5:3 in slab with cement coarse sand and grit 2 cm. gauge.

Mild steel or iron such as in plane reinforcement concrete.

Supply and stacking 53mm to 22.4mm size stone aggregate.

consolidtion of stone ballast by hand rammer i/c opening out stacks sorting kankar into three sizes,repairing patches in existing road surface with kankar making medhi to retain water and ramming and also i/c carriage of metal upto 30 mtr carriage of water 200 mtr supply and maintenance of barriers and all tools and plants required for proper completion of work ,kanker to be supplied to the contractor free at site but upto 10cm loose thick coat but excluding roller charge

Supplying & fixing 80 mm thick Precast colour cement concrete I shape inter locking paver block ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness having plan dimention 200x( 160+120mm) of op cement , smooth high gloss finish, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. The compressive strength of concrete pavar block shall not be less than 40MPa and weight 4.5 kg per no. including cost of meterial, with blanket layer of 4.00cm thick fine sand including labour T& P etc required for proper completion of the work as directed by Engineer-in-charge. colour tile

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete 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, construction joints as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/ culvert and construction, 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.(M-20)Same as above but when thikness of CC is less then 20 cm. (without dowel Bar)

S/ fixing shine board at site +all comp of work