work 5

Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including 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 up to a distance of 30m. from the foundation trenches including all T&P.

Providing and laying in Cement concrete 1:6:12(1Cement:6 find sand :12 graded brick ballast 40mm nominal size) and curing complete, including cost of formwork in foundation and floors.

M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work.

Providing and laying plaster in 1:4 including all complete

Supply and laying 350mm dia RCC pipe np3 including collares jointed mixture of cement mortor including all complete.

Barracading arragment woprk all item bamboo balli including all complete.

Construciton of brick masonary R.C.C. hume pipe 1.56m internal dia at and 0.90 dia at top in cement mortar 1:4 in side cement plaster in 1:3 in foundation including all complete

Earth work filling with 4.00km caratage including all complete.

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401

Construction of un-reinforced, dowel jointed at expansinon 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 M 30 (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 weight 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 concerste with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous opreaton including provision of contraction and expansion, constructionm joints, applying dedonding 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 and water finishing to lines and graed as per drawing and Technical Specification clause 1501.(excluding cost of joints.