KAMALPUR KHODAN ME STHITH GAUSALA ME NALI NIRMAN AND TALAB KA SAMTALI KARAN

Earth work by mechinical/manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 'A tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift All kinds of soil DSR 2023 Ch.No.- 2 Spec. 2.2.1

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers. not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. DSR 2023 Ch.No.- 2 Spec. 2.25.

Earth work in surface excavation Inot exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: All kinds of soil DSR 2023 Ch.No.- 2 Spec. 2.1.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 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 2023 Ch.No.-4 Spec. 4.1.8

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and 5 plinth in: Cement mortar 1:4 (1) cement: 4 coarse sand) DSR 2023 Ch.No.- 6 Spec. 6.1.1

12 mm cement plaster of mix: 1:4 11 cement: 4 coarse sand) DSR 2023 Ch. No. 13 Spec. 13.1.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nomina size derived from natural soucrc DSR 2023 Ch. No. 4 Spec. 4.1.4

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023 Ch.No.- 5 Spec. 5.2.2

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars DSR 2023 Ch.No.- 5 Spec. 5.22