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Sr. No. Qty. Unit HSR Item Particulars HSR Rate Premium Total Rate Amount 1 25.43 Cum 8.6(d)+5.2 (a)+4.1(a) Dismantling of C.C. Roads including loading, unloading and carriage of rubbish malba with a lead of 4 Km. 586.10 0% 586.10 14905 2 12.86 Cum 4.1(a)+5.2(a ) Earth filling for levelling purpose with a lead of 10 km. 188.00 0% 188.00 2417 3 47.06 Cum N.S. Supply and Laying Granular Sub base const. of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density complete as per Clause-401. 1181.00 0% 1181.00 55581 4 76.98 Cum 10.28 Cement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. 318.65 450.00% 1752.58 134919 5 617.97 Sqm. 10.159 Providing and laying 80mm thick ISI marked interlocking paver blocks conforming to IS 15658 2006/ IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. 567.00 0.00% 567.00 350389 6 5.73 Cum 11.3 First class brick laid in cement sand mortar 1:5 in foundation and plinth. 407.60 600.00% 2853.20 16351 7 15.68 Sqm. 15.6+ 15.75 12 mm thick cement plaster 1:5 Cement rendering on plaster 1 mm thick 15.85 500.00% 95.10 1491 8 3.65 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. 917.05 500.00% 5502.30 20078 9 37.20 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. 1084.80 450.00% 5966.40 221953 10 145.22 Cum N.S. Providing and laying 75mm thick stone soiling 63-45 mm gauge G- II material 1156.30 0.00% 1156.30 167920 11 91.44 Rmt. 6.6, 10.26, 29.4, 29.11, 29.54, 14.9, 15.4 Const. of Drain Type-II, Complete with all analysis 676.00 0.00% 676.00 61813 12 71.48 Cum 10.132 + 10.95 a Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in payments, roads, taxi- tracks and runways, laid to required 729.30 450.00% 4011.15 286712 13 17.50 Qtl 18.12 Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. 1040.35 500.00% 6242.10 109237 14 50.00 Each 29.87 (a) (i) CONSTRUCTING BRICK MASONRY ROAD GULLY CHAMBERRS as per standard drawings (as per size given below) including dressing of beds and sides of chamber to exact profiles. 15 CM THICK LIME CONCRTE 16:24:100(as per specified in item no. 10.6) IN FOUNDATION 1ST CLASTT BRICK WORK LAID IN CEMENT SAND MORTAR 1:5 40 MM THICK CEMENT CONCRETE 1:2:4 TOPPING INSIDE THE CHAMBER WITH A FLOATING COAT OF 1.5 MM THICK NEAT CEMENT LAIDIN ONE OPERATING TO THE TOPPING THE ENTIRE INNER SURFACE OF THE 391.00 450.00% 2150.50 107525 15 175.00 Rmt. 13.89 (b) Providing and Laying of 150 mm dia PVc pipe of 6 Kg/cm2 pressure 336.65 20.00% 403.98 70697 16 50.00 Nos. N.S. Providing and Fixing of Precast Slab with C.C. 1:1½:3 including steel complete in all respect 1000x500x100 mm. 1414.00 0.00% 1414.00 70700 17 120.00 Nos. N.S. Providing and Fixing of Precast Slab with C.C. 1:1½:3 including steel complete in all respect 1000x300x150 mm. 1471.00 0.00% 1471.00 176520 18 5.63 Cum 6.2 a + 4.1 a + 5.2 b Earth work in excavation, loading unloading, and carriage with a lead of 4km 138.79 0.00% 138.79 781 19 9.06 Sqm. 14.9. Conglomerate floor 40 mm thick cement concrete topping 1:2:4 31.50 400.00% 157.50

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