Tender For Construction Work Of C.C./Drain From Village Hathchoya Main Road Towards Primary School Number-1 - Earth Work In Filling In Road With CartageS Earth Up To 5.00 Km. As Per (S.I. No. 253-A +260-A) 2 (A) Excavation In Foundation In Ordinary Soi, shamli-Uttar Pradesh

Tender For Construction work of C.C./drain from village Hathchoya main road towards primary school number-1 - Earth Work in filling in Road with Cartages Earth Up to 5.00 km. As per (S.I. No. 253-a +260-a) 2 (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or 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 charge upto a distance of 30 M. from the foundation trenches. As Per S.I. No.-251(a) 3 Cement concrete with 4cm Gauge Brick Ballast, Fine sand & Cement in the proportion of 1:6:12 Supply of all, aterials Labour T&P SI 273 as per PWD SOR 4 M150 Class Brick Work in 1:4 with cement, corse Sand Mortar i/c materials and labour of All Complete at site as per S1-305-a 5 12 mm. thick plaster in 1:4 with cement and corse sand mortar i/c materials and labour complete at site as per S.1. No 584-a 6 P.cc work in 1:2:4 with cement, corse sand and stone grit mortar i/c mat. And labour complete at site as per S.1. no. 279-a 7 R.c.c. work in 1:1.5:3 with cement, corse snad and stone grit mortar i/c mat. Labour etc. complete at site as per S.1. No. 284-a 8 M.S. iron in plain work such as r.c.c. work including bending for proper shape and including supply of steel and its wastage, bend, hooks, and authorised overlapping shall be measured and incliding cost of binding wire. As per S.1. No 504 9 Construction of gravel/soil aggregate sub-base/base by providing well graded material, of nominal maximum size grading 80mm with tractor mounted motor grader on prapared surface, mixing by mix in place method with rotavater at OMC, and compacting with smooth wheel roller to achieve the describe density, complete as per Technical Specification Clause 401. 10 Cement concrete with 2cm Gauge approved stone gritt, Coarse sand & Cement in proportion of 1:1.5:3 in cc Pavament (thicknes as per design) cement coarse & fine aggregate conforming to IS standard mixed in concrete mixture/plant of not less then 0.20 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed from work (steel) channel laying and fixing of 125 micron thick polytheen film, wedges, steel plates including leveling the from work spreading the concretewith shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous o[ration including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified)and water finishing to lines & grade including supply of all material, labour, tools &plants etc. required for proper completion of work and also including complete shifting or recorn 38 fibre rainforcement materials etcl & concrete etc. ch.-280 New item No-9 11 S/Fixing m.s. iron heavy size for crossing channel as per Sl. No. 503 12 S/Fixing sign board at Site

INR 2354 /-

INR 31000.0 /-

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