Annual maintenance

Analysis of Rates (HSR-wise) for Providing and Fixing of Plot Indication Board / Plate HSR Item No. 12.50 – Steel work welded in built-up sections / framed work: Steel work includes Angle 40×40×6 mm having 2 Nos. × 1.50 m = 3.00 m length @ 3.50 kg per metre, giving 10.50 kg. Angle 25×25×5 mm includes 2 Nos. × 2 × 0.55 m = 2.20 m and 1 No. × 2 × 0.30 m = 0.60 m, total 2.80 m @ 1.80 kg per metre, giving 5.04 kg. M.S. Sheet of 10 gauge measuring 1 × 0.55 × 0.30 m = 0.17 sqmt @ 24.75 kg per sqmt gives 4.20 kg. Base plate of size 150 × 150 × 6 mm @ 1.05 kg per each gives 1.05 kg. Total steel weight comes to 20.79 kg. Adding 5% wastage i.e. 1.04 kg, total steel weight comes to 21.83 kg, say 22.00 kg. Rate adopted is ?91.00 per kg and amount works out to ?2,002.00. HSR Item No. 4.12 – Earth work in excavation: Earth work is taken for 1 No. pit of size 0.60 × 0.60 × 0.60 m, giving 0.22 cum. At the rate of ?78.00 per cum, the amount comes to ?17.16. HSR Item No. 6.1.1 – Providing and laying cement concrete 1:1.5:3 in foundation and plinth: Concrete quantity is taken as 0.22 cum. At the rate of ?3,975.00 per cum, the amount comes to ?874.50. HSR Item No. 6.30.6 – Form work for cement concrete blocks/posts: Form work is calculated as 1 × 4 × 0.60 × 0.60 = 1.44 sqmt. At the rate of ?262.00 per sqmt, the amount comes to ?377.28. HSR Item No. 34.32 – Printing new letters and figures: Printing is taken on one side with an average of 14 letters, for two sides totaling 28 numbers. Average height of letters is taken as 15 cm, giving total length of 420 cm. At the rate of ?1.00 per cm, the amount comes to ?420.00. Total amount for providing and fixing of one Plot Indication Board / Plate comes to ?3,691.00, say ?3,691/-