Construction of CC road from Balaji Enclave GT Road to Plot No. 522 and from Plot-11 to the wall of IME College and construction of interlocking tiles road and drain from Sanjay Paan Wale to Balaji and from Vikrant house to Shyamraj In Ward-60.

Dismantling Of Tile Work Complete as per MORD Analysis of rate and disposal of malba upto 5.00 Km complete.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 15000 m as per Technical Specification Clause 301.5

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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN Static Roller in stages to proper grade and camber, applying and brooming,requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 405. Grade 3

Supply & laying of 80 mm thick ISI Marked I Shaped (gray base) machinacaly compressed Interlocking Cement concrete pavers blocks, smooth high laoss finish,skid resistant, manufactured from rubber moulds through vibrocompression mechanism, high pressure and control vibration machine having plan diamention 200x(160+120)mm with minimum 5mm thick toping. The compresive strength of Concrete paver blocks shall not be less than 30 MPa & weight 4.5 Kg per No confirming to IS:15658-2006 as per PWD SOR Bulandshahr Ch-2 SI No 5a .including cost of material and blanket layer of 3.00cm thick local sand labour, T&P etc. required for proper competion of work as direceted by Engineer-in-charge as per tech. Spc. 1500

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,

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 500 mm internal diameter As DSR-2023 Item-19.19.2.2

Supply and fixing of M.S sign board of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writing complete. As per SE RED Meerut, Sanction letter No.1108 Dated 09.10.18