Construction work

E/W in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not be exceeding 0.50 m in depth and earth work in embankment to be in 20 cm. Layers including ramming and dressing the surface to required levels and slop and also including 1.5 m. lift and up to 8 km .SI NO. 253A+261B+231B

P.C.C.(1:6:12) cement fine sand and brick Ballast 4cm in foundation and under floorsincluding supply of all materials labour tools and plants etc. required for proper completion of the work. s.i no 273

Supplying, fiting and placing HYSD bar reinforcement in Foundation Complete as per Drawing and technical specifications Clause 1000 and 1202

R.C.C. Work with cement, approved coarse sand & 2 cm (3/4") guage approved stone ballast in proportions of 1:1.5:3 in R.C.C,SLAB excluding supply of reinforcement and its bending. But including its fixing and binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work Excluding cost of binding wire. si no. 284 new item slab

Collection and consolidation of WBM top coat with 22.4 -53mm gauge stone ballast including supply of stone ballast of approved quarry, royalty.carriage uplo site loading unloading stacking, testing charges, trade tax and other taxes, octroi levies to and also including opening out stacks spreading stone ballast to required cambor and template and making mendies to retain water and also all leads and lifts, water charges,watering and compacting with 8-10 tonne smooth wheeled road roller, including all hire fuel charges of the roller and blinding with Type B screening materials required for propor completion of work. Including all material, labour, T&P, taxes, labour coss etc. complete as per direction of Engineer in charge but excluding GST (mord 405)

Construction of un-reinforced. 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)(1.1½.3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm. 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, admixtures as approved curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing ro lines and grade as per drawing and finishined with power Trowel CUM floter -Trimix Flooring machine Technical specification Clause 1501 SI NO.20.14(a)

Supply of fixing of Board

GST