Const of Water Pond at Kothi

Amount

Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depath, breading clods, watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and topmost 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 50m and lift 1.5 Mtr: All kind of soil.

Excavation work by mechanical means (Hydraulic excavator) / Manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan) including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated soil and disposal of suplus excavated soils as directed, withing a lead of 50m: Hard rock(requiering blasting)

Providing and Laying in position cement Conrate of specified grade excluding the cost of centrering and shuttering -All work up to plinth level: (PCC M 10, 1:3:6)

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

Carriage of materials :- Soling Stone (0.5km lead)

Stone Works:- (A) Randome rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement:2 sand :12 graded stone aggregate 20 mm nominal size) up to plingth level with cement mortar 1:6 (1 cement: 6 sand)

(B) Randome rubble masonry with hard stone in superstructure above plinth level and up to floor five level including levelling up with cement concrete 1:6:12 (1 cement:2 sand :12 graded stone aggregate 20 mm nominal size) up to plingth level with cement mortar 1:6 (1 cement: 6 sand)

Stone for masonry work

ishan rana

DEVI CHAND THAKUR

RANDHIR JAMWAL

Narender singh pal

rumal singh