GRAM SABHA MATUKA ME RAPTA KARYA

Excavation in foundation in black cotton soil/kankar mixed (load clay or sand) including lift up to 1.5m and lead up to 30m. and includind filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in chargeup to a distance of 30m from the foundation trenches including all T & P phowrah and basket etc. complete S.I No. 252.

Providing & laying in cement concrete (1:3:6) as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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

sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km from the site of work and including watering dressing etc. Rate to include cost of all materials , labour and T&P etc, required for proper completion of work.S.N-255

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1200 mm dia H.P.)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (900 mm dia H.P.)

Stuck cement pointing with 1:2 cement and sand of 1.25 F.M. mortar with coloring materials to match the brick work colour including supply of all materials, labour, tools and plants ect. required for proper completion of work. S.N-578

Filling of sand between wall of causeway as per S.N-255

Construction of expansion and construction joint 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (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, 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,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 .

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

Diverson work

Provide and fixing Sign board with letter writing etc. complete