WARD NO. 06 BHUPENDRAPURI GALI NO. 06 ME AMARJEET KE MAKAN SE RAJENDRA KE PLOT TAK NALI VA C.C. DWARA SADAK KA NIRMAN KARY.

Dismantling of the laid interlock tiles including stacking of the tiles as per directed by Engineer Incharge

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

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by engineer-in-charge with in a distance of 60 mtr(200 Ft)

Concrete with 4 cm. guage stone ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1.including of all work complete.

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)

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)

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

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with grade cementcoarse aggregate not exceeding 25 mm, 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.

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