Conservation of waterbodies.

Temporary installation of diesel pump(s) set(s) having cumulative capacity of 64KL/H as per requirement and as per direction of Engineer-in-charge for dewatering of water body complete in all respect with cost of service of operating staff, Cost of lubricating oil, diesel, other consumables for running the machinery and disposal of water up to surface drain.

Supply of equipment , manpower and transport etc on hire to DDA for cleaning of water body whenever required. The hire charges of plant and machinery on per hour basis. A) JCB

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : : A) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 20 mm nominal size derived from natural sources)

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

12 mm cement plaster of mix : A) 1:4 (1 cement : 4 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix: a) 1:4 (1 cement: 4 coarse sand)

Finishing walls with water proofing cement paint of required shade : a) New work (Two or more coats applied @ 3.84 kg/10 sqm)

Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).