Cons. of C.C. Road, Drains and Culvert at Sec-6a, H.N.-171 to Radha krishna Temple of Sec.-6e and Sec.-7, H.N.-28 to New Kanak Jwellers and Sec.-5, H.N.- 479 To 494 and Sec.-4a, H.N.-253 to 267, 165 to 206, 268 to 278, Sikandra Yojna, Agra

Excavation in foundation in ordinary soil by (loam, clay or sand) including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches.

Providing and laying cement concrete in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, Including cost of form work, in foundation and floors.

Class-150 (Non Modular) brick work in 1:6 cement and coarse sand mortar foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.

Providing and laying cement concrete in 1:2:4 (1 cement: 2 coarse sand :4 gtaded stone aggregate 20mm nominal size) and curing complete, Including cost of form work, in foundation and floors.

12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles, chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth.

R.C.C. work in 1:1½:3 (1 part cement, 1½ part approved coarse sand & 3 part 20mm gauge approved stone grit) for slabs excluding supply of reinforcement and its bending and including its fixing & binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc with curing complete including cost of form work and also including of all materials labour and T&P etc required to proper completion of the work as per direction of E/I.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregated cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be than 150 kg/cum, optimum moisture content to be determined during trail length construction, concrete strength not to be less than 10 MPA at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller finishing and curing

Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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, expansion, construction and constructionl 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, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.

Dismantling R.C.C. Work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-Charge.