PROVN OF RAINWATER HARVESTING AND WATER RETAINING STRUCTURE IN BAWA UDYAN AT DHANA MIL STATION

Rough Excavation not exceeding 1.5 M deep and getting out in Soft/ Loose Soil

Excavation over areas exceeding 1.5 M deep and not exc 4.50 M deep and getting out in Hard/ Dense Soil

Removing Excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed at a level not exceeding 1.5 M above the starting point.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soils or hard/Dense soil.

Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete.

Boulder pitching, laid dry, hand packed tightly in vertical or sloping face pitching is grouted with cement and sand mortar 1:6

S & F RCC Class NP 2, 200 mm bore pipes laid and jointed complete with collars.

NOTE :- SCHEDULE OF CREDIT (Amount shall be deducted offline from the total quoted amount to workout the net contract sum to be considered for acceptance.) [(-) Rs 0.00 /- ]