Cosntruction and Strengthening work of C.C. road and drain from Sky Tower to Chandrashekhar Azad Park in Yojna No.-02, Chiranjilal Yojna and from G.T. Road Shiv Mandir to Railway Gate in district Aligarh Under the Infrastructure Fund.

Surface dressing of the ground Including removing vegetation and and Existing/Demeged Road Surface Dressing in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kinds of soil (SI.No.-2.28.1)

Construction of un-reinforced 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) course sand fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet ,wedges steel plates including levelling the form work 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 joints, cutting applying strips primer, sealant admixtures as approved curing concrete slabs for 14 days curing compound (where specified ) and water finishing to lines and grades as per drawing and technical specification clause 1501 and also as per direction of E/I. (SOR 2022 CH-20 S.I.NO.20)

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 (MORT & H Item No.-601)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH Specification clause-406 (B)

Laying of I shaped precast 80 mm thick rubber moulded Interlocking tiles (80% Gray and 20% coulored) (Compressive strength not less then 40 Mpa and weight 4.50kg.) Including 50mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (Gray)

Laying of I shaped precast 80 mm thick rubber moulded Interlocking tiles (80% Gray and 20% coulored) Compressive strength not less then 40 Mpa and weight 4.50kg.) Including 50mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (Coulord)

Class-150 brick work in 1:6 cement and coarse sand mortar foundation & upto plinth including supply of all material labour T&P etc. required for proper completion of the work as per direction of E/I. (S.I.-303)

Providing & laying cement concrete in 1:2:4 (1 part cement and 2 part approved coarse sand & 4 part 20mm gauge stone grit) in foundation & upto plinth with curing complete including cost of form work and as per direction of E/I (S.I.-279a)

12mm thick cement plaster 1:4 cement and coarse sand mortar in single coat of fair side brick wall for interior plastering upto plinth including internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even an smooth No extra for mixing and additive including supply of all material labour T&P etc. as per direction of E/I. (S.I.-582-II)