103/ECC(D)Ag/2026-27

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8) All kinds of soil. (DSR 2.8.1)

Excavating, supplying, stacking and filling of local earth (excluding royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. NSI Based on (DSR 2.25(a))

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)

Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Foundations, footings, bases for columns (DSR 4.3.1)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) (DSR ) (DSR 4.10)

Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Shelves (Cast in situ) (DSR 5.9.4)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. (DSR 5.22) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6)/ (DSR 5.22A.6)

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections (DSR No. 5.30)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (DSR 6.1) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1)