CC construction work from the house of Rajat Gupta to the house of Mrs. Anjana Lavania in Ganga Vihar Colony, Maruti State Road, Kehri.

DRAIN (PART-A) : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin-charge. 2.6.1 All kinds of soil DSR 2023

Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR No. 4.1.8/2023)

Class-150 (Non Modular) brick work in 1:4 (1 Part Cement : 4 Part Coarse Sand) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (DSR-2023/6.1.1)

12mm Thick cement plaster 1 cement : 4 Coarse sand (Item No. 13.4.1 DSR-2023)

RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (DSR 2023 5.1.2)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (5.22.6 DSR 2023)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) 4.1.2. Dsr 2023

ROAD (PART-B) : Dismantlling lnterlocking tiles tiles work in floors/Roads lald in dry sand including stacking with 50 metre lead for thickness of tile 60mm to 80mm (Ch.-17, Item No. 22 SOR-2023-24)

Cartage of surplus earth/malva up to 5 Km distance including loading and unloading (SOR 2025-26)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %.(PSR)