Construction of link road by CC from the main gate of Government Inter College to Government Inter College and District School Inspector Office in Nandgram of Ghaziabad district.

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.

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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 laying in position machine battched and machine mixed design mix M- 20 grade cement concrete for RCC work using cement content as per approved design mix. Including pumping of concrete to site of laying but including the cost of centreing, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impaaining strenght and durability as per direction of Engineer - In - Charge .cement content considered in the item is 330Kg/cum as per MORD Analysis, clause 800,1205.4 & 1205.50.

Reinforcement & Structural Steel (Sail Rate) TMT steel Reinforcement /HYSD (Fe 550) s.no 13 (a) as per UPPWD sor 2025

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