Construction of PCC Road Improvement work in Ward 15 Vir kunwar singh club to Anish singh house, Maa Kali mandir to Hare Ram House, Ward 16 Lal Bangla Rajesh Ram house to Guddu Vishwakarma house to Ajay Singh house , Sima Kumari house to Main road,

Plain Cement Concrete Pavement, (Construction of un-reinforced, dowel jointed at expantion and construction joints only, plain cement concrete 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 agggregates confirming to IS : 383, maximum size of coarse of coarse aggregates not exceeding 25mm, mixed in a concret mixer of not less than 0.2 cubic meter capasity and appropriate wiegh bacher using approved mix design, laid in approved fixed size form work ( steel channel laying and fixing of 125 micron thick polythene film widges steel plate including levelling deform work as per drawing) spreading the concrete with shovels rakes, compacted using needle screed and plate vibrators and finished and finished in continious operation including provision of contraction expansion construction joint applying debonding strips primer sealant dowel bars near approches to bridge / culvert and construction joints admixture as approved of concrete slab for 14 days. using curing compound (where specified ) and water finishing to lines and grades as per drawing and technical specification clauses 1501.

Earthwork in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance upto 50m including all lifts,levelling,ramming the foundation trnches,removing roots of trees,shrubs all complete as per approved design, building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royality and taxes all complete as per building specifications and direction of E/I

Supplying laying boulder in rock toe,heel trenches of the dam as per design,drawing including the cost of materials royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level :1:3:6 (1 cement :3 coarse sand (zone III):6 graded stone aggregate 40mm nomianl size)

Providing random rubble stone masonary in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume in clean coarse sand of FM 2 to 2.5 including cost of screening, raking out joints to 20 mm depth,curing,taxes and royality all complete as per building specification and direction of E/I. Rectangular portion

Providing randam rubble stone masonry in CM (1:6) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. Trapezoidal portion

Providing weep holes in brick masonary/plain/reinforced cement concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of the 1V:20H towars drawing face complete as per drawing and technical specification.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specification and directionof E/I.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specification and directionof E/I.