WARD NO. 21 ME VIRADHASHRAM KE PASS SHIV MANDIR TAK BAMBE LINING KA NIRMAN KARYA

Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of grith upto 30 cms.measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including . watering, dressing etc. labour and etc. required for the proper complition of the work. saplings of girth upto 30 cms. measured at a height of I M. above ground level and removal of, rubbish upto a distance of 50 M. out side the periphery of area cleared

Construction of embankment with approved material (Earth) obtained from borrow pits cartage from 8 km with all lifts and leads, transporting of site, spreading, grading to required slope and compacting to meet requirement of table 300-2

Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive desire density complete as per technical specification clause as per MORD 401

Concrete with 4 cm. guage stone ballast, coarse sand of 2.20 F.M. and cement, in proportion of 8:4:1 in foundation and under floors including supply of all materials, labour Tools & plants etc.required for proper completion of the work.

M-150 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a)

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with grade cement or any other type as per Clause 1501.2.2 M (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 construction joints, applying debonding strips, primer, sealant, 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.

12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a)

P.C.C work in 1:2:4 Cement, c/ sand, and 20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a)

R.C.C Work 1:1.5:3 in cement,c.sand and 20 mm stone grit etc as per si no 282(a) for Road xing