rejuvenation of uyyavantha amman kovil oorani in ward 05 at paramakudi municipality , earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders ss.20b and sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum , plain cement concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size iss hbg metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification , centering for soffits of rcc slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm x60cm x and b.g 10 stiffened with m.s angles of size 25mm x 25mm x 3mm laid over silver oak (c.w) joists of size 10cm x 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm c/c) complying with standard specification and directed - 10 m 2 (p & d)data 38 , plain cement concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size iss hbg metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification , supplying and filling in foundation andbasement with well gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. , casting of precast cement concrete blocks of size 20 x 20 x 15cm in plain cement concrete of mix 1:1 1/2:3 ( one cement one and half sand and three aggregate) using 20mm size hard broken stone jelly and mixing the concrete and laying the concrete in steel moulds after oiling them properly at casing yard and vibrating finishing the top surface smoothy placing the slab along with mould and plate in the casting yard removing the mould carefully after initial setting, placing the slab in the curing bond after 24 hours from the time of casting, removing them from the curing pond after 7days of curing, stacking them in the stacking yard with in a lead of 100m and curing them from the full period by sprinking water as directed by the departmental officers. , finishing the top of floor with granolithic finish with cc 1: 2: 4 (one cement, two sand & four hbg jelly) using chips of grade 10 mm andbelow for 25mm thickness and rubbed smooth etc, complete as per standard specification , dewatering using 5hp diesel engine pumpset including hire charges, cost of diesel, engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete. , earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete. , providing and laying, spreading and compacting graded stone aggregate to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of morth specifications. , supplying and laying rubberised interlocking paver blockm40 grade 63mmthick high strength type conforming is 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40n/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, stone dust cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. , providing three seater arrangements with granite slabs over the 100mm thick precast slab with nominal reinforcements and 230mm thick, 600mm height side brick walls and plastered with c.m. 1:5, 12mm thick, white washing two coats. the cost shall include all labour and materials and as directed by the departmental officers. , supply and fixing of 4 metre length single bracket pole with base plate(250 x 250 x 6mm)76.10mm od x 3.65mm thick x 4000mm length etc.complete , supply and fixing of 25w led street light fitting with led etc., complete , earthing as per pwd standard with an earth electrode of 2 metre class b gi pipe of dia not less than 32mm completewith necessarymasonry work , supply and fixing of 4 x 6 sq.mm. pvc ltug aluminium armoured cable etc., complete , supply and fixing of2 x 1.5 sq.mm. pvc ltug aluminium armoured cable etc., complete , supply and fixing of 4 way single phase db of 16a / way with 16a dp switch with metal clad of 500v (side handle) with fuse and neutral on suitable angle iron frame work with trunking box, ms cable entry box with pwd earthing , supplying and fixing gi pipe 32mm dia (b class) including cuting are fixing in kerb wall and providing weld mesh of size 750x500mm size 10 guage and providing ms flat 35x6mm size at middleangle allowed of size 25x25x5mm including cost conveyance and welding with weld mesh etc,complete , painting two coats with ready mixed enamel paint over the new iron works of approved quality and colour without priming coatincluding the cost all materials etc.,complete, in all floors.