5-Ward Civil Line me Harishchandra Agrahari ke Makan se Munna Jayaswal ke Makan Hote Hue Vijay Kumar ke Makan Tak CC Sadak Ka Nirman Karya

Dismantling of brick work or stone work in lime or cement and including stacking of material as directed by the Engineer-in-charge with in a distance of 60 metres(200ft) As per SOR Chap-15,item 692.00

Dismantling old interlocking road as per SOR CH-17 item no.13

Disposal of malwa upto 5km distance Same as per interlocking quantity

PCC with 1:6:12 cement f sand & 40mm brick bat. l/c labour material T&P. etc complete.as per SOR CH-5 item no.273

Construction of granular sub-base by providing coarse graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

M150 Brick work with 1:4 cement and c. sand mortar ... etc as per SOR CH-6 item no.6.1.1

Shuttering and centring as per SOR CH-5 item no.5.9.2

Providing and laying of R.C.C with 1:1.5:3,(1 cement:1.5 c. sand :3 20 mm gauge stone aggregate i/c all ... as per SOR CH-5 item no.5.1.2 crossing cover

MS work as reinforcement

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days.(Without Dowel Bar) using curing compound (where specified) and water finishing to lines and grade as per drawing and As per MORD Specification. Clause 1500