Ward 21 Mohalla SDM Colony CC Road and drain work from udayveer to rajkumar house .

Sub Head & Details Of work

Dismantling of old damaged cement concrete road incloding stacking of all material at site

First class B/w in 1:4 Cement C'sand mortor in Sub Structure including supply of all meterial labour t&P etc required for proper completion of work

12 mm thick plaster in 1:4 cement & Fine sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial, Labour T&P etc S.I.No. 584

Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E/I.

Supply, Laying and Consolidation of 22-40 mm gauge stone Ballast

Construction of un-reinforced, dowl jointed at 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 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 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Clause 1501

RCC Work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in

Supply, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications including supply of all material, labour, Tools & Plants etc. required for proper completion of work

Cartage and disposal of malba surpluse earth up to 5 km