AHMEDNAGAR GALI NO 25 L ME FATEHULLAPUR MAIN ROAD SE SAKHIR KE MAKAN TAK AVAM NAUSHAD KE MAKAN SE JABBAR KE MAKAN V MOBIN KE MAKAN SE MATIN KE MAKAN WALI LINK GALIYO ME NALI V CC ROAD DWARA SADAK NIRMAN KARYA.

Laying and Jointing PVC Pipe. Heading

Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 CM layers i/c ramming and dressing the surface to required levels and slopes and also i/c 1.50M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 M distance as directed by Engineer in charge including cartage of earth fly ash when added to schedule item No.253 upto 05 km form site complete in all respect as per SINO. 253 + 231(a)+261(b)

Construction of Granular Sub Base providing well graded Mterial spreading in uniform layer with tractor mount grader on prepared surface mixing by mixing in place method with Rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density , complete as per clause 401 by mix in place method, laying, spreading Material on a prepared Sub base

Providing ,Laying ,Spreading and compacting machine crushed stone ballast of approved quarry of hand packing , Rolling with Smooth wheel Roller 80-100 KN in stage to proper camber Applying Brooming ,with type B Screening material bund to protect edge lighting gaurding barricading etc i/c cost of material labour T&P etc.

M -150 Brick Work with 1:4 (one cement & four coarse sand mortar in foundation and plinth including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No 305 (a).

Cement concrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No. 279(a).

12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, T & P etc. required for proper completion of the work as per S.I. No.584(a).

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 M30 (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 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

R.C.C. Work with cement, approved coarse sand & 2 CM gauge approved stone grit in proportions of 1:1.5:3 for slab excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 B.W.G.G.I. binding wire and i/c necessary centering and shuttering etc and supply of all materials, labour , T & P etc. required for proper completion of the work i/c cost of binding wire. The rate excludes making of drip course which shall be paid extra.S.I.N.O. 284(a).

M.S.(tor steel or plain) in plain work such as R.C.C. or R.B. work i/c bending for proper shape and i/c supply of steel & its wastage , bend, hooks, and authorized overlapping shall be measured and i/c cost of binding wire. S.I.N.O. 504

Supply and fixing og M.S sign board made up of 4x40x6 mm angle (vertical post of length 2.75 meter ), 40x5 mm flat cross angle 1 mm thick M.s. Sheet (1.20x.90 sq m)including excavation of pit (0.45x0.45x0.45 cum m), cement concrete 10:5:1 ten brick ballast, five fine sand & cement 10 cm thick ,cast cement concrete 1:2:4 mortar cement , coarse sand and 20 mm size stone grit (0.35x0.35x0.35), Two coat painting layer latter writing up to 2.50 size (225 Nos) etccomplete as per direction of engineer -in-charge.