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Sr. No. Qty Unit HSR Item Particulars 1 3.45 Cum 8.6(d)4.1( a)+5.2(b) Dismantling of cc 1:2:4 with loading unloading upto lead 4 km 2 12.28 Cum 4.1(a)+5.2( b) Earth work in excavation in foundation, trenches for Sewage pipes or drains, Manholes (for any width and plan area) including dressing of sides and ramming of bottoms and bailing or pumping out water from the excavated area collected from any source including sub soil water and keeping the excavated surface dry for subsequent works including getting out and disposal of the excavated soil for all leads and lifts as directed. up to lead 4 km 3 2.32 Cum 10.38 Cement Concrete 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth. 4 8.64 Cum 11.24 First class brickwork laid in cement, stone dust (from crusher) mortar 1:4 in foundation and plinth. 5 6.80 Cum NS Backfilling with available excavated earth as directed in trenches, sides of foundation in plinth etc. To achieve the desired level as per drawing in layer not exceeding 20cm in depth, consolidating each deposited layer by vibrating compactor and watering to achieve at least 95% of the maximum dry density ( Modified Proctor Density) complete with in the site for all leads and lift.. 6 0.83 Qtl 18.22 Fe-500 E.Q.R. TMT Steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. 7 0.54 Cum 10.90+ 10.95 (a) Cement concrete 1:1.5:3 with stone aggregate20mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc, excluding steel einforcement but including centring and shuttering, laid in position, complete in all respects. (For work upto 1.5 metres below ground level). 8 13.00 Cum 11.29 First class brickwork laid in cement, stone dust (from crusher) mortar 1:4 in first storey upto 4 metres above plinth level. 9 2.08 Qtl 18.22 Fe-500 E.Q.R. TMT Steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. Lintel beam 10 0.80 Cum 10.86+ 10.95 (a) Cement Concrete 1:1.5:3 with 20mm thick S/agg for RCC 11 5.37 Qtl 18.22 Fe-500 E.Q.R. TMT Steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. 12 4.69 Cum 10.82+ 10.95 (a) Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects. 13 8.24 sqm 11.47 11.43 cm thick brick wall laid in cement sand mortar 1:4 without reinforcement, in foundation and plinth. 14 2.53 Cum 10.34 Cement Concrete 1:5:10 with brick ballast 40mm nominal size in foundation and plinth. 15 2.04 Cum 10.41 Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. 16 20.25 sqm NS Providing and laying double charge, polished vitrified floor tiles. Thickness 9.2 mm, Size 600x600 mm, Density 2.2. Stain resistant, resistant to household chemicals, acids and alkalies. Breaking stength modulus of Rupture as per ISO 13006-1998. 17 141.34 sqm NS Providing and fixing designer ceramic glazed wall tiles full Nano polished.Thickness 8 MM, Size 600x300/450x300 mm. Stain resistant and resistant to household chemicals, acids and alkalis. Abrasion, Frost and thermal shock resistant. Fixing of Spacers along with Epoxyfilling with plastering complete in all respect in 1:4 18 37.57 Sqm NS Providing POP at ceiling 140MM to accommodate lights 19 3.00 Nos NS Providing and fixing MS solid steel door ( 1524x 2133 mm) for main entrance with fixing 1.5 mm thick M.S sheet door with frame of 40x40x3 mm angle iron and 3 mm M.S gusset plates at the junctions and corners with ,all necessary fittings . Applying a priming coat of a

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