WARD NO. 30 MOH. MOHAN PARK ME G.T. ROAD SE SACHIN SHARMA TAK C.C. ROAD NALI VA SIDE PATARI PAR INTERLOCKING RELAYING KA NIRMAN KARY.

Dismantling of Interlocking tiles

Earthwork in cutting or in embankment in ordinary soil with Cartage of earth from 8 Km as per si no 253(a) , 261©

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 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.

Laying of 80 mm thick precast cement concrete I- shaped interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120)mm O.P. cement, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30MPA (M-30) and weight 5.0 Kg per no . confirming to IS:15658-2006 including all and i/c 4cm sand layer

Supply and Laying of 80 mm thick precast cement concrete I- shaped interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120)mm O.P. cement, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30MPA (M-30) and weight 5.0 Kg per no . confirming to IS:15658-2006 including all and i/c 4cm sand layer

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)

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